challenges and effectiveness of i/i reduction on private ... · % reduction in pilot projects...
TRANSCRIPT
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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
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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
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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
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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
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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…”…”
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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
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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
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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
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Pilot Project OverviewPilot Project OverviewCollection System ComponentsCollection System Components
Manhole
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Pilot Project OverviewPilot Project OverviewRonaldRonald
Side Sewers OnlySide Sewers Only
Manhole
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Pilot Project OverviewPilot Project OverviewKentKent
Laterals and Side SewersLaterals and Side Sewers
Manhole
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Pilot Project OverviewPilot Project OverviewCoal Creek, Northshore, Val VueCoal Creek, Northshore, Val Vue
Manholes OnlyManholes Only
Manhole
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Pilot Project OverviewPilot Project OverviewMercer Island and RedmondMercer Island and Redmond
Mains OnlyMains Only
Manhole
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Pilot Project OverviewPilot Project OverviewBrier and Lake Forest Park Brier and Lake Forest Park
Manholes and MainsManholes and Mains
Manhole
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Pilot Project OverviewPilot Project OverviewKirkland Kirkland
Manholes, Mains, and LateralsManholes, Mains, and Laterals
Manhole
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Pilot Project OverviewPilot Project OverviewSkyway Skyway
Manholes, Mains, Laterals and SSManholes, Mains, Laterals and SS
Manhole
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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
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Rehabilitation TechnologiesRehabilitation TechnologiesPipe Bursting Pipe Bursting -- Side SewersSide Sewers
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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
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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
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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
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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
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Pilot Project Pilot Project I/I Reduction EffectivenessI/I Reduction Effectiveness
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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
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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
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Pilot and Control BasinsPilot and Control Basins
Pilot Basin
Control Basin
Pilot Basin B
Flow Metering of Pilot and Control Basins in 2002-2003
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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
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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
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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
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Components of FlowComponents of Flow
Rainfall Event
Base Infiltration
Flow Response
Total Flow
Rapid Infiltration
Dry Weather Flow
Slow Infiltration
Fast Response
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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% 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
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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