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Highlands Regional Green Infrastructure Workshop For Engineers and Design Professionals May 26, 2016 Presented by New Jersey Future

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Highlands Regional Green Infrastructure WorkshopFor Engineers and Design Professionals

May 26 2016

Presented by New Jersey Future

Our Partners

ANJECHighlands CoalitionSustainable JerseyHighlands CouncilRutgers Cooperative Extension

Workshop Participants

Design engineersLandscape architectsArchitectsMaintenance facility property managersConstruction managers

AgendaWelcome and Introductions

Green Infrastructure 101Small Storm Volume ManagementWhy Green InfrastructurePolicy Highlands Stormwater and the MarketCase Studies Lessons Learned Triple Bottom Line and Myth BustingStormwater ldquoCredit for GIrdquo

Break to Get Lunch

Lunch Discussion Getting Past Barriers

Groups Report OutClosing remarks

The Hydrologic Cycle

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Our Partners

ANJECHighlands CoalitionSustainable JerseyHighlands CouncilRutgers Cooperative Extension

Workshop Participants

Design engineersLandscape architectsArchitectsMaintenance facility property managersConstruction managers

AgendaWelcome and Introductions

Green Infrastructure 101Small Storm Volume ManagementWhy Green InfrastructurePolicy Highlands Stormwater and the MarketCase Studies Lessons Learned Triple Bottom Line and Myth BustingStormwater ldquoCredit for GIrdquo

Break to Get Lunch

Lunch Discussion Getting Past Barriers

Groups Report OutClosing remarks

The Hydrologic Cycle

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Workshop Participants

Design engineersLandscape architectsArchitectsMaintenance facility property managersConstruction managers

AgendaWelcome and Introductions

Green Infrastructure 101Small Storm Volume ManagementWhy Green InfrastructurePolicy Highlands Stormwater and the MarketCase Studies Lessons Learned Triple Bottom Line and Myth BustingStormwater ldquoCredit for GIrdquo

Break to Get Lunch

Lunch Discussion Getting Past Barriers

Groups Report OutClosing remarks

The Hydrologic Cycle

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

AgendaWelcome and Introductions

Green Infrastructure 101Small Storm Volume ManagementWhy Green InfrastructurePolicy Highlands Stormwater and the MarketCase Studies Lessons Learned Triple Bottom Line and Myth BustingStormwater ldquoCredit for GIrdquo

Break to Get Lunch

Lunch Discussion Getting Past Barriers

Groups Report OutClosing remarks

The Hydrologic Cycle

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

The Hydrologic Cycle

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

15rdquo

45rdquo 22rdquo

8rdquo

Natural Water Cycle Pennsylvania

50rdquo

26rdquo

12rdquo

12rdquo

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

It wants to be a forest ndash a tree is the best practice

99 of North America was covered by forest from the Atlantic shoreline to the prairies of the Great PlainsToday only fragments remain

Pre-European settlement Present

httpearthobservatorynasagov 14 October 2003

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

It wants to be a forest buthellip43480 square miles of blacktop = 55 the size of

New Jersey

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

45rdquoYR2rdquo

43rdquo

Altered Water Cycle ndash Impervious Surfaces

50rdquo

3rdquo

0rdquo

47rdquo

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

How compacted is this soilCommon Bulk Density Measurements

David B Friedman District Director -- Ocean County Soil Conservation District

Golf Courses Parks Athletic Fields169 to 197gcc

Undisturbed LandsForests amp Woodlands

103gcc

CONCRETE22gcc

ResidentialNeighborhoods

169 to 197gcc

Bulk Density is defined as the weight of a unit volume of soil including its pore space (gcc or gramscubic centimeter) Water and air are important components of soil and we must frame our soil concepts so that factors affecting water and air dynamics are included Thus we are primarily interested in bulk density and pore space as they affect water and aeration status and root penetration and development

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Despite decades of detention basins we still have flooding from development

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

bull Stream channel erosion releases sediment

bull Pools and riffles are lostbull Large storms cannot reach

floodplainsbull Less recharge = less

baseflowbull Small streams can go drybull La

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Two important observations

96 of the annual rainfall volume is from storms 3 inches or less

Frequency Most of the time it rains 1 inch or less

Annual Percentages of Volume from Storms

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Section 438 of the Energy Independence and Security Act (Dec 2009)

Design construct and maintain stormwater management practices that mimic natural hydrology

OR Retain the 95th percentile Rainfall (around 17rdquo)

EPArsquos Direction for Federal Facilities

We are seeing variations of thisrequirement in MS4 NPDES permits in different states

Municipal Separate Storm Sewer System

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Creating a Built Environment That Looks Like a Forest

26 in

12 in

12 in

Evaporation

Infiltration

Runoff

Annual Rainfall

50 in

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

How we BUILD and how we PLAN

Low Impact Development (LID)or Green Infrastructure (GI)

ldquoAllow natural infiltration to occur as close as possible to the original area of rainfall By engineering terrain vegetation and soil features to perform this function costly conveyance systems can be avoided and the landscape can retain more of its natural hydrologic functionrdquo

National Association of Home Builders

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

DuPont Barley Mills Office Complex1986

bull Preserve Woodlandsbull Reduce Site

Disturbance

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Morris Arboretum Phila

Morris Arboretum

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Diagram of infiltration bed at Morris Arboretum

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

22rdquo

8rdquo

Tools for how we buildbull Green roofsbull Porous Pavementsbull Rain Gardens and Bioretentionbull Cisterns and Reuse

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

New Development Residentialbull High Density Residentialbull 59 acresbull 269 homesbull 146 Townhousesbull 96 Quadsbull 17 Singlesbull Sinkholes and limestone

Can Water be Managed within the landscape127 small measures no detention basins

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

bull Quad homes without basements have down spouts connected to infiltration beds beneath impervious driveways

bull Paths made of pervious asphalt

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

bull Stormwater beds beneath driveways (standard asphalt)

bull Overflow to swales along streets

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

bull Each home manages its own runoff in a Rain Garden and Stone Seepage Bed located in the right-of-way

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

New Development Suburban Commercial Mixed-Usebull Pervious asphalt stormwater infiltration beds vegetated swales

rain gardensbull Protect stream wetlands woodlandsbull Reduce flooding by 33

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Site Analysis ndash Existing features inventory

bull Existing Natural Featuresbull Waterbodiesbull Floodplainsbull Riparian areasbull Wetlandsbull Woodlandsbull Natural drainagewaysbull Sinkholesbull Steep slopes bull Undisturbed area

bull Manmade Features Historic Land Usebull Former Land Use (ag

indust etc)bull Abandoned utilitiesbull Active utilitiesbull EasementsDeed

Restrictions

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Existing Site

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Existing Site

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Mixed Use Development at Valley Square Town Centerbull Porous Pavementbull Subsurface Infiltration Bedsbull Bioswalesbull Bioretention Systems

bull Reduced pre-development peak rates by 675 for 1-100 year storms

bullDistributed infiltration design mostly under porous pavement ndash almost 10 acres (plus multiple rain gardens and vegetated infiltration beds)

bullTotal infiltration area ndash 16 ac

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Bio-retention

Infiltration Bed below Standard Asphalt

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Porous Paving

Conventional Paving

Porous Pavement

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Valley Square

Warrington PA

- Protected AreasPorous Pavement

Bio-retention

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Green Infrastructure Retrofits Schools Streets and Parking

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Greening Greenfield School

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Green Infrastructure for Areas with Combined Sewers

Greening Schoolyards for Education and the Environment

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

ldquoSchools make up 2 of all impervious cover in the City but because they are highly visible and associated with education making them critical components in a green stormwater infrastructure program they present a high priority target for greening The goal is to retrofit up to half of all schools in the City in the coming 20 years PWD plans to support the retrofitting of up to 5 school campuses per year utilizing an array of stormwater measures such as rain gardens green roofs rain barrels and cisternsrdquo

Section 10 bull Recommended Plan Elements 10-23

City of Philadelphia

Goal Capture 1rdquo Rainfall Volume

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Location Schuylkill River Combined Sewer

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Aerial looking East

Sans

om S

tree

t

Ches

tnut

Str

eet 22nd

Street

23nd Street

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Site Photos

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Water Assessment Practices Drainage Area to Capture

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Water Assessment Practices Site Inventory Existing Hydrology

3rsquo dia combined sewer

Roof leaders

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

The VisionStormwater Plan

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Viridian Landscape Studio bull SMP Architects bull Meliora Environmental Design

Design Engage all users Address age preferences

Society Encourage collaboration and engage the public Develop Community Stewardship

Education Design to Inform the PublicTeach Future GenerationsEffect Transformation of Future

Generations

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

South Swale Experimentation

Rain chain and gauge

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

West Play Yard Cross Section at Infiltration Swale

Evapotranspiration by plants

Excess Runoff is Infiltrated

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Play Yard Entry Feature

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Play Yard Entry Feature

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Play Yard Entry Feature

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Materials Salvaged Stone

Granite from the Philadelphia Zoo

Marble and granite from Independence Mall

Sandstone Bridge Abutments from Schuylkill River Bridges

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Planted in the style of the Wissahickon Forest

Photo Wissahickon Creek near Philadelphia c 1865 from the National Gallery of Art by John Moran

Painting View on the Wissahickon by James Peale 1830

Observation

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

MaterialsRubber Play Surface

Recycled

Percolates at 11rdquoHR

Need proper base course design to accept stormwater

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

PlantingExperts and Volunteers

bull TreeVitalize PA Dept of Conservation and Natural Resources and The Pennsylvania Horticultural Society

bull CSX Corporation Used Greenfield as a kick-off to their monumental initiative ndash the planting of one tree for every mile of the 21000 miles of its commercial track

bull ACT (Alliance for Community Treesbull Greenfield Home and School Associationbull Parents Childrenbull Teacherbull Design Teambull Contractors bull Philadelphia Water Department Office of Water

Sheds

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Participation

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Greening LeaMaster Plan

January 9 2013

SMP Architectsmeliora environmental designviridian landscape studio

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

2

3

1

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1

2

3

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Security The smaller play lot is remote and not supervised site is dark and 47th St can be quite deserted and unsafe

Only blacktop no shade on the playground Vehicular access to dumpsters is bad Basketball court orientation is a problem Lack of age-range in equipment

CONCERNS AND CHALLENGES

NEEDS amp DESIRES ndash BIG IDEAS

Replicate the feel of the ldquosecret gardenrdquo within the school yard Create a link between neighborhood garden center existing

garden beds curriculum Create a ldquovibrant community noderdquo Foster partnership with adjacent tennis facilities Incorporate stormwater management projects that PWD would

like to help realize

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Street Runoff

47TH STREET

SPRU

CE S

TREE

T

LOCU

ST S

TREE

T

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Street Runoff into Schoolyard = $$ for Greening Schoolyards

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Lea School ndash Captures 2 acres of school and street right-of-way

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Waterview Recreation CenterPhiladelphia PA

1 Underground infiltration beds with porous concrete surface

2 Porous concrete pavement

3 Trees in trenches

4 Flow-through planter boxes

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Before

Waterview Recreation CenterNew Sidewalk that captures street runoff

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

After

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Bio-retention

Water from the street enters through a trench drain

Overflow water exits to an inlet

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Passyunk and 63rd

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Site AnalysisExisting Conditions

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Passyunk and 61st

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Sunoco Refinery

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Passyunk and 28th

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Porous Paver Plaza

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Erie Canal MuseumCity Hall Canal

Water StreetSyracuse NY

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

Stormwater Capture Enlargement

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1st Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Erie Canal MuseumCity Hall Canal

Case Study Water Street Syracuse NY

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Alternative Technologies

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1 Million gallons of runoff year

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1ST Comprehensive Green Street

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Year Completed 2011Construction Cost $837000Capture Area 53000 sfSquare Foot Cost $1579SFRunoff Reduction 924000 galyrGreen Technology Bioinfiltration Trenches Porous Pavement Native Plantings

The Facts

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1ST Comprehensive Green Street

Erie Canal Museum

City Hall

Small Businesses

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Stormwater Capture Enlargement

Stormwater PipingPorous Pavers Planter Cells

Structural Soil Extents

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

6-8rdquo S-1 Soil Layer Planting Soil Surface layer A layer consisting of material with a USDA Texture of sand to loamy sand (S2) amended with organic matter (must be tested to meet specs after compost is approved and added)24rdquo S-3 Soil Layer Planting Soil Drainage Layer consisting of a 6 layer of material with a USDA Texture of coarse sand

Stormwater Section

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

A 4rsquo x 5rsquox 3rsquo tree pit (typical in urban settings) only provides 60 cubic feet of soil

A 10rsquo x 34rsquox3rsquo tree trench provides the 1000+cf necessary for successful tree canopy cover

120 cf 500 cf 1000 cf

The success to street tree longevity is credited to the amount of soil volume available for tree growth A large tree with a desired lifespan beyond 15 years (average life of a downtown street tree is just 13 years) needs a minimum 500 ndash 1200 cubic feet of soil to reach a size that significantly contributes to a healthy community and ecosystem

60cf

With thanks to the work of Jim Urban Edward Gilman and Tim Craul

The Truth about Trees

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

PERENNIAL PLUGS SMALL CALIPER TREECONTAINER SHRUBS

Things We Specify

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Things Contractors Understand

StoneCompactionCurbsInlets

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Utility vault uncovered during construction is

located directly in proposed plant bed

ADA ramp conflict with snow plows

No option to reject based on root issues as nursery stock is already

dug and covered without tree tagging

Expect the Unexpected

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

MAINTENANCE Hire the Contractor via a Separate Contract for at least 1 year

RAIN GARDEN I 1st Year Maintenance Inspect 2xyear

(Late May to early July andor late Augustearly September)

II Inspection 1xyear minimum (Late May to early July andor late Augustearly September)

III Weeding 3xyear minimum (Spring clean up summer maintenance fall put to bed)

IV Mulching Minimum 1xyear (Spring)

V Pruning 1x year (Spring)

VI Watering Gradually reduced

Stuff We Try to Require

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Keep it Simple Stupid

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

How are the streets swept

Who cleans out inlets

Who repairs the road

Are their codes that must change

What are the tools for collaboration

Who is vested in the big picture

Were the Long-Term Caregivers vested in THE PLAN

You Asked for it

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Volunteers are not enough

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Show Me the Money

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

A landscape architectrsquos fairy tale our dream of happily every after

Vincent Van Gogh The Road MendersThe Phillips Collection Washington DC Acquired 1949

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Case Study East Liberty Ave Pittsburgh PA

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Cathedral of HopeEast Liberty Presbyterian Church

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Site Plan

ExistingWalk RaingardenRaingarden

LawnLawn

Benches in Groundcover

Large Canopy Allee

Bus Stop

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Stormwater Management Plan Infrastructure

Stormwater Storage bedRaingardens

Downspouts amp Infrastructure

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Trench Configurations and Sizes Soil Volume What happens underground who maintains it

Soil amp Stormwater Infiltration Bed Root Zone

Planting Trench

Standard or Porous Paving

Soil Cells or Structural Soil

Porous Hardscape or Groundcover

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Management Plan Public vs Private

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Maintenance Plan Tree Ownership

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Liberty Cathedral of HopePittsburgh PA

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Liberty Cathedral of HopePittsburgh PA

ldquoThe prior landscaping looked postcard-perfect from a distance but it was functionally unwelcoming up close Now we have broken that stone border with a series of benches and tables As people wait for the bus or simply pause on their way up and down Penn Avenue they can sit on benches Our building now has a living active link to the neighborhood modeling a renewed and faithful spirit of hospitalityrdquo East Liberty Presbyterian blog June 9 2014

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

East Liberty Cathedral of HopePittsburgh PA

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Haddon Township Van Sciver School

Haddon Township NJ

Philadelphia

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

PROJECT SITExxxx

Photo Source Google Maps

Van Sciver School

Saddlers Woods

Project Site

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

STORMWATER FEATURES

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Construction

>

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

1

4

2

3

CONSTRUCTION

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

05012023

Retrofitting Suburban Basins Hold 1rdquo

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Retrofitting Suburban Basins Hold 1rdquo

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Quest ions

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Calculations

How can we give credit for the volume management of Green Infrastucture when we calculate peak flow rates and flood mitigation

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

142

MarylandEnvironmental Site Design (ESD)

Approach

An approach to credit volume management in peak rate calculations

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

143

Multiple Land Uses and Soil Typesbull Weighted CN

Runoff Depth 10 year 24 hr Q = (P-02S)2

(P+08S)

- 10 =

S =1000 CN

= 78

Weighted CN and Runoff Depth

BC

Residential 36 impResidential 36 imp

7583

228152

38

17101261

38

27912791

50 in

78

10 year

78

1000 78 -10 =

282 Q = (50 - 02 (282))2

(5 + 08(282))

in

Initial Abstraction = 02S = 056 inVolume Runoff = Q x Drainage Area= 271 in x 38 acres = 373817 ft2

= 271 in

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

144

Time of Concentration (tc) is the time it takes for runoff to travel from the most hydraulically distant point in the watershed to the outlet

Time of Concentration (tc) affects the shape and peak of the hydrograph Small tc changes can sometimes have big qp impacts

SCS Dimensionless Unit Hydrograph

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

145

bull Curve Number determines Runoff Depth (inches) and Volume (ft3)

bull Hydrograph represents volume (flow over time)bull Can we adjust CN to represent LID practices that

reduce volume

bull Q is adjusted Runoff Depth managed by infiltration or volume reduction practices

Adjusted CN McKuen

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

146

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

Suppose we add SMPs that manage 93800 ft3 of runoff (thatrsquos equivalent to about 189 in from 1368 acres of impervious or about 068 in over entire 38 acre site)

Example ndash Residential DevelopmentLetrsquos Add Volume Management

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

147

Site DataTotal Drainage Area 38 acresSoil Types 60 B (228 acres) 40 C (152 ac)Land Use Woods Good Condition (existing)Proposed Land Use frac12 acre lots impervious 36P = 10 year = 50 in

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia (in) 127 in 056 in

93800 ft3 managed (38 acres x 43560 ftac) x 1ft12in =068 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Example ndash Residential DevelopmentAdjusted Q (runoff depth)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

148

Existing ProposedCN 61 78Q runoff depth (in) 137 in 271 inVolume (area x Q) 188978 ft3 373817 ft3

Ia(in) 127 in 056 in

Q ndash QE = Q ADJ = 271 in ndash 068 in = 203 inches

Our new CN of 70 can be used to calculate peak discharge rate

Example ndash Residential DevelopmentCalculate New CN

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

149

bull Infiltration or Volume Management distributed evenly over sitebull Each house has its own SMPs

bull Tc is not adjusted bull Marylandrsquos goal is to replicate ldquowoods in

good conditionrdquo bull Lookup Tables and Spreadsheet Tool

Important Assumptions

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

Maximum Extent Practicable is defined as maintaining predevelopment site runoff to ldquowoods in good conditionrdquo The resulting ESD volume typically ranges between 17 and 26 inches depending on soils and development intensity

Maryland ESD

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

AgendaBreak to get lunch

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

AgendaLunch Discussion Getting Past Barriers1 Can GI benefit your clients and what tools would help you

2 What are the regulatory constraints to wider GI implementation

3 What are the municipal constraints Application Process

4 Are there issues related to design standards and specifications

5 are there issues related to property owner lack of demandawareness

6 Are design costs an issue

7 Is permitting uncertainty an issue

8 Are there construction considerations

9 Are there maintenance concerns

10 Is this a market opportunity for you

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)

AgendaLunch Exercise

1 On your Colored Sticky Notes write

Yellow something that surprised you todayPurple something you learned todayBlue something you plan to do as a result of the workshop

2 Stick the notes on the flip chart

  • Highlands Regional Green Infrastructure Workshop For Engineers
  • Our Partners
  • Workshop Participants
  • Agenda
  • The Hydrologic Cycle
  • Natural Water Cycle Pennsylvania
  • It wants to be a forest ndash a tree is the best practice
  • It wants to be a forest buthellip
  • Altered Water Cycle ndash Impervious Surfaces
  • How compacted is this soil Common Bulk Density Measurements
  • Despite decades of detention basins we still have flooding fro
  • Slide 12
  • Slide 13
  • Slide 14
  • Slide 15
  • Two important observations
  • Slide 17
  • Section 438 of the Energy Independence and Security Act (Dec 20
  • Creating a Built Environment That Looks Like a Forest
  • How we BUILD and how we PLAN
  • DuPont Barley Mills Office Complex 1986
  • Slide 22
  • Slide 23
  • Slide 24
  • Slide 25
  • Morris Arboretum Phila
  • Slide 28
  • Diagram of infiltration bed at Morris Arboretum
  • Slide 30
  • Slide 31
  • Slide 32
  • Slide 33
  • Slide 34
  • Slide 35
  • Slide 36
  • Slide 37
  • Slide 38
  • Slide 39
  • Slide 40
  • Slide 41
  • Slide 42
  • New Development Suburban Commercial Mixed-Use
  • Site Analysis ndash Existing features inventory
  • Existing Site
  • Existing Site (2)
  • Slide 47
  • Slide 48
  • Slide 49
  • Slide 50
  • Slide 51
  • Slide 52
  • Slide 53
  • Slide 54
  • Slide 55
  • Slide 56
  • Location Schuylkill River Combined Sewer
  • Aerial looking East
  • Site Photos
  • Water Assessment Practices Drainage Area to Capture
  • Water Assessment Practices Site Inventory Existing Hydrology
  • The Vision Stormwater Plan
  • Slide 63
  • South Swale Experimentation
  • West Play Yard Cross Section at Infiltration Swale
  • East Play Yard Entry Feature
  • East Play Yard Entry Feature (2)
  • East Play Yard Entry Feature (3)
  • Slide 70
  • Materials Salvaged Stone
  • Slide 72
  • Planted in the style of the Wissahickon Forest
  • Materials Rubber Play Surface
  • Planting Experts and Volunteers
  • Slide 76
  • Slide 77
  • Slide 78
  • Slide 79
  • Slide 80
  • Slide 81
  • Slide 82
  • Slide 83
  • Slide 84
  • Slide 85
  • Slide 86
  • Slide 87
  • Waterview Recreation Center Philadelphia PA
  • Slide 89
  • Slide 90
  • Slide 91
  • Slide 92
  • Site Analysis Existing Conditions
  • Slide 94
  • Slide 95
  • Slide 96
  • Slide 97
  • Slide 98
  • Stormwater Capture Enlargement
  • Stormwater Section
  • 1st Comprehensive Green Street
  • Slide 102
  • Case Study Water Street Syracuse NY
  • Slide 104
  • Slide 105
  • Slide 106
  • Slide 107
  • Slide 108
  • Slide 109
  • Slide 110
  • Slide 111
  • Slide 112
  • Slide 113
  • Slide 114
  • Slide 115
  • Slide 116
  • Slide 117
  • Slide 118
  • Slide 119
  • Slide 120
  • Slide 121
  • Slide 122
  • Slide 123
  • Slide 124
  • Site Plan
  • Stormwater Management Plan Infrastructure
  • Trench Configurations and Sizes Soil Volume What happens unde
  • Management Plan Public vs Private
  • Maintenance Plan Tree Ownership
  • Slide 130
  • Slide 131
  • Slide 132
  • Slide 133
  • Slide 134
  • Slide 135
  • Slide 136
  • Slide 137
  • Slide 138
  • Slide 139
  • Slide 140
  • Calculations
  • Slide 142
  • Slide 143
  • Slide 144
  • Slide 145
  • Slide 146
  • Slide 147
  • Slide 148
  • Slide 149
  • Slide 150
  • Agenda (2)
  • Agenda (3)
  • Agenda (4)