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November 23, 2004 November 23, 2004 Challenges and Effectiveness of I/I Reduction on Challenges and Effectiveness of I/I Reduction on Private Property and in Component Agency Systems for 10 Private Property and in Component Agency Systems for 10 Pilot Projects Pilot Projects Presented by: Erica Herrin and Bruce Crawford Presented by: Erica Herrin and Bruce Crawford

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Page 1: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

November 23, 2004November 23, 2004

Challenges and Effectiveness of I/I Reduction on Challenges and Effectiveness of I/I Reduction on

Private Property and in Component Agency Systems for 10 Private Property and in Component Agency Systems for 10

Pilot ProjectsPilot Projects

Presented by: Erica Herrin and Bruce CrawfordPresented by: Erica Herrin and Bruce Crawford

Page 2: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

34 Local Agencies34 Local Agencies

Two Regional Two Regional Treatment PlantsTreatment PlantsServes 1.4 million Serves 1.4 million Service Area: 414 Service Area: 414 square milessquare milesCombined: 70 square Combined: 70 square milesmilesKing County Sewers: King County Sewers: 335 miles335 milesLocal Agency Local Agency Separated Sewer: Separated Sewer: 3,300 miles 3,300 miles

King County King County Service AreaService Area

Page 3: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I in the I/I in the Service AreaService Area75% of Peak Flows in 75% of Peak Flows in King County System King County System is I/Iis I/I

95% of I/I is from 95% of I/I is from Local AgenciesLocal Agencies

50% From Private 50% From Private PropertyProperty

Page 4: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Program ObjectivesI/I Program Objectives

A Regional Consensus ProgramA Regional Consensus Program

Determine the Amount of I/I Received by King County Determine the Amount of I/I Received by King County from Entire Separated Sewer Areafrom Entire Separated Sewer Area

Identify Major I/I Areas Within Collection SystemsIdentify Major I/I Areas Within Collection Systems

Identify Specific Types of I/I Occurring Within These Identify Specific Types of I/I Occurring Within These AreasAreas

Forecast the Amount of I/I that can be Removed CostForecast the Amount of I/I that can be Removed Cost--EffectivelyEffectively

Develop a LongDevelop a Long--Term Regional Strategy for I/I Control Term Regional Strategy for I/I Control in Partnership with Local Agenciesin Partnership with Local Agencies

Page 5: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

RWSP I/I PoliciesRWSP I/I Policies

“…“…pilot rehabilitation projects shall be used to pilot rehabilitation projects shall be used to demonstrate the effectiveness of I/I controls in the local demonstrate the effectiveness of I/I controls in the local sewer systems tributary to the regional system.sewer systems tributary to the regional system.””

A report identifying options and the associated costs of A report identifying options and the associated costs of removing I/I and preventing future increases should be removing I/I and preventing future increases should be ““informed by the results of the pilot rehabilitation informed by the results of the pilot rehabilitation projectsprojects…”…”

Page 6: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Purpose of Pilot ProjectsPurpose of Pilot Projects

To Provide Information That Will Assist in To Provide Information That Will Assist in Determining if I/I Removal is CostDetermining if I/I Removal is Cost--EffectiveEffective

To Demonstrate & Test the Effectiveness of To Demonstrate & Test the Effectiveness of Different Techniques for I/I RemovalDifferent Techniques for I/I Removal

To Provide Models for Successful Future To Provide Models for Successful Future ProjectsProjects

To Test Standards, Policies & ProceduresTo Test Standards, Policies & Procedures

Page 7: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project Selection CriteriaPilot Project Selection Criteria#1 #1 –– Geographic BalanceGeographic Balance#2 #2 –– Meet constructability time frames for the I/I program, Meet constructability time frames for the I/I program,

including permitting needsincluding permitting needs#3 #3 –– Consider differing geologic conditions/do no harmConsider differing geologic conditions/do no harm#4 #4 –– Provide environmental/public health benefitsProvide environmental/public health benefits#5 #5 –– Address private sewer issuesAddress private sewer issues#6 #6 –– Provides a regional impactProvides a regional impact#7 #7 –– Useful as a model for future I/I projectsUseful as a model for future I/I projects#8 #8 –– Demonstrate variety of proven technologies and Demonstrate variety of proven technologies and

rehabilitation techniquesrehabilitation techniques#9 #9 –– Representative of typical I/I problems in the regionRepresentative of typical I/I problems in the region#10 #10 –– The The ““Wild CardWild Card”” criteria criteria –– project contributes to project contributes to

program goals but conditions were not anticipated during program goals but conditions were not anticipated during criteria developmentcriteria development

Page 8: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project Pilot Project OverviewOverview

AuburnAuburnBrierBrierKentKentKirklandKirklandLake Forest ParkLake Forest ParkManhole Project (Coal Manhole Project (Coal Creek, Northshore,Val Vue)Creek, Northshore,Val Vue)Mercer IslandMercer IslandRedmondRedmondRonaldRonaldSkywaySkyway

Page 9: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewCollection System ComponentsCollection System Components

Manhole

Page 10: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewRonaldRonald

Side Sewers OnlySide Sewers Only

Manhole

Page 11: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewKentKent

Laterals and Side SewersLaterals and Side Sewers

Manhole

Page 12: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewCoal Creek, Northshore, Val VueCoal Creek, Northshore, Val Vue

Manholes OnlyManholes Only

Manhole

Page 13: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewMercer Island and RedmondMercer Island and Redmond

Mains OnlyMains Only

Manhole

Page 14: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewBrier and Lake Forest Park Brier and Lake Forest Park

Manholes and MainsManholes and Mains

Manhole

Page 15: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewKirkland Kirkland

Manholes, Mains, and LateralsManholes, Mains, and Laterals

Manhole

Page 16: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project OverviewPilot Project OverviewSkyway Skyway

Manholes, Mains, Laterals and SSManholes, Mains, Laterals and SS

Manhole

Page 17: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Rehabilitation TechnologiesRehabilitation Technologies

ManholesManholes::Grouting, Manhole Pans, Replacement, Grouting, Manhole Pans, Replacement, CIP Liners, Grade AdjustmentsCIP Liners, Grade Adjustments

MainsMains: : Pipe Bursting, CIP Pipe, Spot RepairsPipe Bursting, CIP Pipe, Spot Repairs

Laterals and Side SewersLaterals and Side Sewers: : Pipe Bursting, Dig and Replace, CIP Pipe Bursting, Dig and Replace, CIP PipePipe

Page 18: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Rehabilitation TechnologiesRehabilitation TechnologiesPipe Bursting Pipe Bursting -- Side SewersSide Sewers

Page 19: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Definition:Definition:I/I Reduction & ControlI/I Reduction & Control

I/I Reduction:I/I Reduction:–– Cost Effective Projects Implemented to Cost Effective Projects Implemented to

Reduce, Delay, or Eliminate Planned Reduce, Delay, or Eliminate Planned Improvements to the King County Improvements to the King County Conveyance and Treatment SystemsConveyance and Treatment Systems

I/I Control:I/I Control:–– Measures Needed to Achieve LongMeasures Needed to Achieve Long--Term Term

I/I Reduction and to Limit Future I/I I/I Reduction and to Limit Future I/I Increases from System DegradationIncreases from System Degradation

Page 20: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Private Property I/I Reduction IssuesPrivate Property I/I Reduction Issues

Ownership Ownership –– Side Sewer, LateralSide Sewer, Lateral

Access/Right of Entry Access/Right of Entry

SSES RequirementsSSES Requirements

Stormwater DrainageStormwater Drainage

Property RestorationProperty Restoration

Financial ResponsibilityFinancial Responsibility

Page 21: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Private Property Legal IssuesPrivate Property Legal Issues

Use of Public Funds on Private PropertyUse of Public Funds on Private Property

LiabilityLiability

Implied WarrantyImplied Warranty

Enforcement of New/Existing RequirementsEnforcement of New/Existing Requirements

Page 22: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

What WeWhat We’’ve Learnedve Learned

Significant I/I reduction can be achieved Significant I/I reduction can be achieved through rehabilitation of side sewers on through rehabilitation of side sewers on private propertyprivate propertyRisk exposure minimized through Risk exposure minimized through contracts, IGAcontracts, IGA’’s and Right of Entry s and Right of Entry agreementsagreementsOverall very positive experience working Overall very positive experience working with private property owners and local with private property owners and local agencies on all pilot projectsagencies on all pilot projects

Page 23: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot Project Pilot Project I/I Reduction EffectivenessI/I Reduction Effectiveness

Page 24: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Where does I/I come from? Where does I/I come from?

Dependent on Soil Saturation Resulting Dependent on Soil Saturation Resulting from Rainfallfrom Rainfall

Groundwater Storage EmptyGroundwater RisesSubsurface Flow Increases and

Groundwater Rises More Causing I/I Flow

Page 25: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Peak Peak I/I in the Service AreaI/I in the Service Area

By MiniBy Mini--Basin (GPAD)Basin (GPAD)

GPADGPAD No. No. IncrementIncrementMiniMini--Basins % of I/IBasins % of I/I

0 0 -- 11001100 133 133 3.63.61100 1100 -- 25002500 224224 16.416.42500 2500 -- 43504350 172172 ~20~204350 4350 -- 62506250 106106 ~20~206250 6250 -- 90009000 69 69 ~20~209000 9000 -- 6500065000 5151 ~20~20

Page 26: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Pilot and Control BasinsPilot and Control Basins

Pilot Basin

Control Basin

Pilot Basin B

Flow Metering of Pilot and Control Basins in 2002-2003

Page 27: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

PrePre--rehab (3/9 rehab (3/9 -- 3/12/03)3/12/03)Skyway Pre-rehab Control and Pilot basins response comparison

(3/9 to 3/12/03 rain events)

0

0.2

0.4

0.6

0.8

1

1.2

1.4

3/6/03 3/8/03 3/10/03 3/12/03 3/14/03 3/16/03 3/18/03

Date/Time

Flow

(mgd

)

0

0.04

0.08

0.12 Rai

n pe

r 5 m

inut

es (i

n)

Skyway Control-Prerehab Skyway Pilot-Prerehab Calamar Rain

Page 28: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

PrePre--rehab (3/19 rehab (3/19 -- 3/24/03)3/24/03)

Skyway Pre-rehab Control and Pilot basins response comparison (3/21 to 3/23/03 rain events)

0

0.2

0.4

0.6

0.8

1

1.2

3/19/03 3/20/03 3/21/03 3/22/03 3/23/03 3/24/03 3/25/03

Date/Time

Flow

(mgd

)

0

0.04

0.08

0.12

Rai

n pe

r 5 m

inut

es

(in)

Skyway Control-Prerehab Skyway Pilot-Prerehab Calamar Rain

Page 29: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

PostPost--rehab (10/20/03)rehab (10/20/03)Skyway Post-rehab Control and Pilot basins response comparison

(10/20/03 rain event)

0

0.2

0.4

0.6

0.8

1

1.2

1.4

10/18 10/19 10/19 10/20 10/20 10/21 10/21 10/22 10/22 10/23 10/23

Date/Time

Flow

(mgd

)

0

0.04

0.08

0.12

0.16

Rai

n pe

r 5 m

inut

es (i

n)

Skyway Control-Post Skyway Pilot-Post Calamar Rain

Page 30: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Components of FlowComponents of Flow

Rainfall Event

Base Infiltration

Flow Response

Total Flow

Rapid Infiltration

Dry Weather Flow

Slow Infiltration

Fast Response

Page 31: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

How We Estimate I/I Reduction?How We Estimate I/I Reduction?

Run Model with 60 Years of Rain Data Run Model with 60 Years of Rain Data and Estimate I/I Reduction for 20and Estimate I/I Reduction for 20--year year Peak Flow ConditionsPeak Flow Conditions

Calibrate I/I Response to Rainfall from 2 Calibrate I/I Response to Rainfall from 2 Different Wet SeasonsDifferent Wet Seasons

Use MOUSE Use MOUSE ---- a Computer Model That a Computer Model That Simulates Flow ContributionsSimulates Flow Contributions–– How Rain Becomes I/I in the Wastewater How Rain Becomes I/I in the Wastewater

Collection SystemCollection System

Page 32: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

0

0.5

1

1.5

2

2.5

3

3.5

0.1 1 10 100

Return Period, Yr

Peak

Flo

w, m

gd

Regressed TotQ

TotQ

Model Results Model Results -- Flow FrequencyFlow FrequencyBasis:Basis:

–– Flow Frequency Flow Frequency Developed from 60Developed from 60--Year Year Model SimulationModel Simulation

–– Essential to Consider Essential to Consider Antecedent ConditionsAntecedent Conditions

–– Statistical Method Relies Statistical Method Relies on Fit to Many Pointson Fit to Many Points

–– Frequency Analysis Frequency Analysis Results Rely on Many Results Rely on Many Data Points, Not Just Data Points, Not Just One StormOne Storm

Page 33: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Post Rehab w/ Pre Rehab ModelPost Rehab w/ Pre Rehab Model

1-10-2003 6-10-2003 11-10-2003 16-10-2003 21-10-2003 26-10-2003 31-10-20030.0

0.5

1.0

1.5

2.0

2.5

3.0

3.5

4.0

0.90

0.80

0.70

0.60

0.50

0.40

0.30

0.20

0.10

0.00

Flow, cfs Rain, in./5 min.

Pre Rehab Model

Post Rehab Measured Flow

Post Rehab Model

Page 34: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

Mercer IslandMercer Island

Auburn Pilot BAuburn Pilot B

Coal CreekCoal Creek

NorthshoreNorthshore

Val VueVal Vue

Auburn Pilot AAuburn Pilot A

SkywaySkyway

Redmond Pilot A/BRedmond Pilot A/B

KentKent

Lake Forest ParkLake Forest Park

% of % of Basin Basin

ImprovedImproved

BrierBrier

KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 35: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

Mercer IslandMercer Island

Auburn Pilot BAuburn Pilot B

Coal CreekCoal Creek

NorthshoreNorthshore

Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

Redmond Pilot A/BRedmond Pilot A/B

KentKent

Lake Forest ParkLake Forest Park

% of % of Basin Basin

ImprovedImproved

BrierBrier

KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 36: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

Mercer Island Mercer Island

Auburn Pilot BAuburn Pilot B

Coal CreekCoal Creek

NorthshoreNorthshore

Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

NARNAR3838Redmond Pilot A/BRedmond Pilot A/B

KentKent

Lake Forest ParkLake Forest Park

2525

% of % of Basin Basin

ImprovedImproved

BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 37: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

Mercer Island Mercer Island

Auburn Pilot BAuburn Pilot B

Coal CreekCoal Creek

NorthshoreNorthshore

Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

NARNAR3838Redmond Pilot A/BRedmond Pilot A/B

KentKent

69693535Lake Forest ParkLake Forest Park

2323

2525

% of % of Basin Basin

ImprovedImproved

5454BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 38: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

32327070Mercer Island Mercer Island

Auburn Pilot BAuburn Pilot B

Coal CreekCoal Creek

NorthshoreNorthshore

Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

NARNAR3838Redmond Pilot A/BRedmond Pilot A/B

KentKent

69693535Lake Forest ParkLake Forest Park

2323

2525

% of % of Basin Basin

ImprovedImproved

5454BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 39: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

RonaldRonald

32327070Mercer Island Mercer Island

NARNAR1919Auburn Pilot BAuburn Pilot B

NARNAR5252Coal CreekCoal Creek

23236464NorthshoreNorthshore

NARNAR4545Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

NARNAR3838Redmond Pilot A/BRedmond Pilot A/B

KentKent

69693535Lake Forest ParkLake Forest Park

2323

2525

% of % of Basin Basin

ImprovedImproved

5454BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 40: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

I/I Removal Effectiveness SummaryI/I Removal Effectiveness SummaryManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

74747272RonaldRonald

32327070Mercer Island Mercer Island

NARNAR1919Auburn Pilot BAuburn Pilot B

NARNAR5252Coal CreekCoal Creek

23236464NorthshoreNorthshore

NARNAR4545Val VueVal Vue

NARNAR1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

NARNAR3838Redmond Pilot A/BRedmond Pilot A/B

7373100100KentKent

69693535Lake Forest ParkLake Forest Park

2323

2525

% of % of Basin Basin

ImprovedImproved

5454BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin ManholesManholes Side Side

SewersSewersLateralsLateralsMainsMains

74747272RonaldRonald

7070Mercer IslandMercer Island

1919

5252Coal CreekCoal Creek

23236464NorthshoreNorthshore

4545Val VueVal Vue

1111Auburn Pilot AAuburn Pilot A

8787100100SkywaySkyway

3838Redmond Pilot Redmond Pilot

100100KentKent

69693535Lake Forest ParkLake Forest Park

2323

2525

% of % of Basin Basin

ImprovedImproved

5454BrierBrier

2828KirklandKirkland

% % ReductionReductionPilot BasinPilot Basin

Page 41: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

% Reduction in Pilot Projects% Reduction in Pilot Projects

18,00018,000

12,40012,400

10,30010,300

22,90022,900

10,00010,000

11,00011,000

57,50057,500

PrePre-- I/I I/I gpadgpad

----

7474

7373

3232

6969

5454

2828

8787

% % ReductionReduction

00--77

7272

100100

7070

3535

2323

2525

100100

% Rehab. in % Rehab. in Pilot ProjectsPilot Projects

7,9007,900KirklandKirkland

7,5007,500SkywaySkywayTotal SystemTotal System

3,4003,400KentKent

7,0007,000Mercer IslandMercer Island

6,9006,900Lake Forest Lake Forest ParkPark

VariousVarious

RonaldRonald

BrierBrier

Pilot ProjectPilot Project

4,6004,600PublicPublic

4,6004,600

PostPost--I/I I/I gpadgpad

Direct Direct ConnectionsConnections

PrivatePrivate

Area of Area of SystemSystem

Page 42: Challenges and Effectiveness of I/I Reduction on Private ... · % Reduction in Pilot Projects 18,000 12,400 10,300 22,900 10,000 11,000 57,500 Pre- I/I gpad--74 73 32 69 54 28 87

Regional I/I ComponentsRegional I/I Components

52%

33%

9%6%

Fast ResponseRapid InfiltrationSlow InfiltrationBase Infiltration

Component

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MiniMini--Basin I/I ComponentsBasin I/I Components

Fast Response and Rapid Infiltration Fast Response and Rapid Infiltration Dominate 97% of the MiniDominate 97% of the Mini--BasinsBasins

97%3%

Fast Response andRapid Infiltration > 50%

Fast Response andRapid Infiltration < 50%

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PrePre--Rehab I/I TypeRehab I/I TypeI/I Flow Component as % of Peak I/II/I Flow Component as % of Peak I/ISystem Components System Components

RehabilitatedRehabilitated

7575

8888

4646

7171

9393

6262

8787

Rapid Rapid InfiltrationInfiltration

1515

66

2222

77

44

66

88

Slow Slow InfiltrationInfiltration

99

33

3232

2121

33

3232

44

Fast Fast ResponseResponseMHMH SSSSLLMNMN

11RonaldRonald

00Mercer Mercer Island Island

11SkywaySkyway

33KentKent

11Lake Lake Forest Forest ParkPark

00BrierBrier

00KirklandKirkland

Base Base InfiltrationInfiltration

Pilot Pilot BasinBasin

I/I Components Expressed as % of Pre-Rehab 20-Year Peak I/ISystem Components: MN=Mains, MH=Manholes, L=Laterals, SS = Side Sewers

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Importance of Private Property I/I Importance of Private Property I/I I/I Originating from Private Property is Associated with I/I Originating from Private Property is Associated with Fast Response and Rapid Infiltration I/I ComponentsFast Response and Rapid Infiltration I/I Components

Mains, Manhole BasesMains, Manhole BasesBase Base InfiltrationInfiltration

Mains, Manholes, LateralsMains, Manholes, LateralsSlow Slow InfiltrationInfiltration

Side Sewer, Sump Pumps, Foundation DrainsSide Sewer, Sump Pumps, Foundation DrainsShallow Mains, MH Chimney, Storm DrainsShallow Mains, MH Chimney, Storm Drains

Rapid Rapid InfiltrationInfiltration

Direct Connections (Down Drains, Yard Drains)Direct Connections (Down Drains, Yard Drains)(Also MH Lids, Catch Basins, Public Storm Drain(Also MH Lids, Catch Basins, Public Storm Drain))

Fast Fast ResponseResponsePrivatePrivate

PublicPublic

System Component Contributing I/I to Flow System Component Contributing I/I to Flow ComponentComponent

I/I Flow I/I Flow ComponentComponent

Area of Area of SystemSystem

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Manhole

Private Property I/I Private Property I/I –– Fast ResponseFast Response

Down Drains

Yard Drains

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Manhole

Private Property I/I Private Property I/I –– Rapid InfiltrationRapid Infiltration

Foundation DrainsSide Sewers

Sump Pumps

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Private PropertyPrivate PropertyPilot Project I/I ReductionsPilot Project I/I Reductions

Rehabilitation of Pilot Project Side Sewers Found to be Rehabilitation of Pilot Project Side Sewers Found to be Effective in Reducing I/IEffective in Reducing I/I

–– Kent Pilot Project Kent Pilot Project •• 154 Side Sewers (100%) Rehabilitated154 Side Sewers (100%) Rehabilitated

•• 134 Laterals Rehabilitated134 Laterals Rehabilitated

•• 78% Reduction in Total I/I78% Reduction in Total I/I

–– Ronald Pilot ProjectRonald Pilot Project•• 208 Side Sewers (72%) Rehabilitated208 Side Sewers (72%) Rehabilitated

•• 53 Laterals Rehabilitated53 Laterals Rehabilitated

•• 74% Reduction in Total I/I74% Reduction in Total I/I

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What Have We Gained?What Have We Gained?Project Costs ($/lateral/SS, $/lineal Project Costs ($/lateral/SS, $/lineal foot, $/MH)foot, $/MH)

Where I/I Originates Relative to Where I/I Originates Relative to Model IndicatorsModel Indicators

Process for Targeting Components Process for Targeting Components and Estimating I/I Reduction Costsand Estimating I/I Reduction Costs

% Removal Effectiveness and % Removal Effectiveness and Remaining I/IRemaining I/I

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What Do We Do from Here?What Do We Do from Here?

Compare the Cost of I/I Reduction to Compare the Cost of I/I Reduction to the Cost of Expanding Facilities.the Cost of Expanding Facilities.

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End of ShowEnd of Show