for stormwater treatment and flow control dan cloak environmental consulting december 14, 2010...
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![Page 1: For Stormwater Treatment and Flow Control Dan Cloak Environmental Consulting December 14, 2010 Contra Costa Clean Water Program](https://reader036.vdocument.in/reader036/viewer/2022062421/56649dc35503460f94ab583a/html5/thumbnails/1.jpg)
For Stormwater Treatment and Flow Control
Preparing and Documenting Your LID Design
Dan Cloak Environmental ConsultingDecember 14, 2010
Contra Costa Clean Water Program
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Principles for LID Site Design Drainage Management Areas
Delineation Definition Self-treating and Self-retaining DMAs DMAs draining to
Integrated Management Practices IMP Selection and Design Setting up Calculations Using the IMP Calculator
Topics
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LID Site Design Principles
Paved or Roof Area
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LID Site Design Principles
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LID Site Design Principles
Mimic natural hydrology
Disperse runoff Keep drainage areas
small Don’t concentrate
runoff Don’t allow run-on
from landscaped or natural areas
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Drainage Management Areas
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Drainage Management Areas
DMA 1
DMA 2
DMA 3DMA 4
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Drainage Management Areas
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Drainage Management Areas
Landscaped
Natural
Paved
DMA-5
DMA-7
DMA-6
DMA-8
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Drainage Management Areas
Landscaped
Natural
Paved
DMA-5
DMA-7
DMA-6
DMA-8
PossibleIMPLocations
Municipal Storm Drain
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DMA-8Self-treating?Self-retaining?Drain to IMP?
Options – Pervious DMAs
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Self-Treating Drain directly to
storm drain system
Self-Retaining Retain first inch
of rainfall without producing runoff
Drain to IMP Use runoff factor
to account for contribution
DMA 8
Best choice may depend on slope and relative elevation
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Details Use a curb to avoid run-onfrom self-treating areas
Grade self-retaining areas to drain inward. Set any area drains to pond 3"-4"
Consider that adjacent roofs or paved areas could drain to self-retaining areas (not to exceed 1:1)
To storm drain
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Options – Combining DMAs
Option to combine DMAs if they have identical runoff factors (for example, roofs and paving) and drainage is routed to the same location.
Carefully follow grade breaks and roof ridges to delineate DMAs
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Consistency with grading, paving, and architectural plans Some municipalities require the stormwater
compliance exhibit be drawn over a screen of the grading plan
Sufficient head to ensure drainage across the DMA and from the DMA to the receiving IMP
Follow-through in final design and during construction
Plan-checking DMAs
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Integrated Management Practices Bioretention facilities
Applicable to most sites Flow-through planters
Bioretention without infiltration Use on elevated plazas and near foundations
Dry wells and infiltration basins Good solution where soils are highly
permeable Cisterns and vaults
Used in combination with bioretention
IMPs
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Treatment only Sized to 4% of equivalent impervious area Design to ensure entire treatment area is
flooded prior to overflow Class 2 perm layer provides some storage Underdrain discharges directly to storm drain
Sizing Bioretention
A
18"
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Treatment + Flow Control A, V1 and V2
12" surface depth and 18" deep gravel layer Design flexibility if same volumes are
achieved Orifice limits maximum underdrain discharge
Sizing BioretentionPage 50
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Native soil, no compaction. Rip to loosen.
Class 2 perm(Assume 40% porosityfor calculation of V2)
Min. 12“ or as needed toachieve V2
Min. 18“ Specified soil mix
3" max. mulch if specified in landscape plans
Min. 6" or asneeded to achieve V1
Curb cut (or curbinlet if neededto ensure runoff capture) 4" min. dia. SDR 35 or equiv.
sweep bend and cleanoutmin. 2" above overflow level
4 " min. dia. SDR 35 or equiv., perforations facing down
Top of Gravel Layer TGL
Bottom of Gravel Layer BGL
Top of Soil Layer TSL
Overflow structure24" min x 36" min.concrete drop inletor manhole with frame and atrium or beehive grate, ¼ “ openings
Schedule 80 (no perforations)seal penetration with grout
Male threaded pipe end with cap center-drilled to specified orifice dia. (Omit cap for treatment-only facilities.)
24" 6"
To storm drain or approved discharge point
Notes:• No liner, no filter fabric, no landscape cloth.• Maintain BGL. TGL, TSL throughout facility area at elevations to be specified in plan.• Class 2 perm layer may extend below and underneath drop inlet.• Preferred elevation of perforated pipe underdrain is near top of gravel layer.• See Appendix B for soil mix specification, planting and irrigation guidance.• See Chapter 4 for factors and equations used to calculate V1, V2 ,and orifice diameter.
Install all plantings to maintainTSL at or below specifiedelevation
Cobbles or splash block
Adjacent pavement
Moisture barrier ifneeded to protectpavement or structures
Bioretention FacilityCross-section Not to Scale
Large diameter closed perforated pipesor arches may augment storage to achieve V2
Walls as needed toestablish constant rim elevation around perimeter of facility
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Treatment + Flow Control A and V
Sizing Dry Wells Page 85
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Bioretention + VaultPage 92
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Cistern + Bioretention
A
V
A
V
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Example Site
Landscaped
Natural
Paved
DMA-5
DMA-7
DMA-6
DMA-8
PossibleIMPLocations
Municipal Storm Drain
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Example Site
Landscaped
Natural
Paved
DMA-4
DMA-5
DMA-6
DMA-8
PossibleIMPLocations
Municipal Storm Drain
1300 SF
1300 SF
1050 SF 1050 SF
4000 SF
5570 SF
7025 SF
9350 SF
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Example Site
Landscaped
Natural
Paved
DMA-5
DMA-7
DMA-6
DMA-8
PossibleIMPLocations
Municipal Storm Drain
1300 SF
1300 SF
1050 SF 1050 SF
4000 SF
5570 SF
7025 SF
9350 SF
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Self-retaining Area
Area Draining to Self-retaining Area
Setting Up Calculations
DMA Name Square Feet
DMA-8 9350
DMA Square Feet
Surface Runoff Factor
Receiving DMA
Receiving Area
DMA-1
1300 Roof 1.0 DMA-8 9350
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Areas Draining to IMPs
Setting Up Calculations
DMA Area Surface
Runoff Factor
Area Runoff Factor
Soil Type
DMA-2 1050 Roof 1.0 1050 D
DMA-4 1300 Roof 1.0 1300
DMA-7 7025Paved
1.0 7025
IMP Sizing Factor
RainAdjustFactor
MinArea or Volume
Proposed Area or Volume
A
V1
V2
Orifice Size:
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Areas Draining to IMPs
Setting Up Calculations
DMA Area Surface Runoff Factor
Area x Runoff Factor
Soil Type
DMA-2 1050 Roof 1.0 1050 D
DMA-4 1300 Roof 1.0 1300
DMA-7 7025 Paved 1.0 7025
9375IMP Sizing Factor
RainAdjustFactor
MinArea or Volume
Proposed Area or Volume
A 0.06 1.0 562.5
V1 0.04 1.0 375.0
V2 0.05 1.0 468.8
Orifice Size:
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Example Site
IMP-1 1400 SF
Natural
Paved
DMA-5
DMA-7
DMA-6
DMA-8
Municipal Storm Drain
1300 SF
1300 SF
1050 SF 1050 SF
4000 SF
5570 SF
7025 SF
9350 SF
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Areas Draining to IMPs
Setting Up Calculations
DMA Area Surface Runoff Factor
Area x Runoff Factor
Soil Type
DMA-2 1050 Roof 1.0 1050 D
DMA-4 1300 Roof 1.0 1300
DMA-7 7025 Paved 1.0 7025
9375IMP Sizing Factor
RainAdjustFactor
MinArea or Volume
Proposed Area or Volume
A 0.06 1.0 562.5 1400
V1 0.04 1.0 375.0 400
V2 0.05 1.0 468.8 475
Orifice Size: 0.6 in.
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Sizing Bioretention
A = 1400 SF
V1 = 400 CF
V2 = 475 CF
475/0.4 = 1188 CF Gravel
3.4 in
10.2 in
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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Using the IMP Calculator
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