Chicopee River CSO Project Springfield Water & Sewer Commission. APWA Congress September 9, CSO Control Plan. CSO Control
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1 Chicopee River CSO Project Springfield Water & Sewer Commission APWA Congress September 9, 2007 CSO Control Plan Typical Approach Different Thinking on Controlling Costs Case Example Springfield MA CSO Control Prepare a Long Term Control Plan (LTCP) Investigate Standard Options: Sewer separation Storage Treatment Affordability Analysis Consent Order Start Implementation Result in Heavy Debt Burden 1
2 CSO Planning: The Owner s Approach EPA Approach Engineer Control Plan Estimate Cost Estimate Approx. Schedule Determine Affordability Inform Public Owner s Approach Mobilize Public Determine Affordability Define Schedule & Cost Engineer Control Plan Controlling CSO Program Costs Maximum Potential Program Cost $ Controlling CSO Program Costs $ Maximum Potential Program Cost Cost Effective Alternatives Analysis 2
3 Controlling CSO Program Costs $ Maximum Potential Program Cost Cost Effective Alternatives Analysis Update Actual Impacts Controlling CSO Program Costs $ Maximum Potential Program Cost Cost Effective Alternatives Analysis Update Actual Impacts Affordability Assessment Controlling CSO Program Costs $ Maximum Potential Program Cost Cost Effective Alternatives Analysis Update Actual Impacts Affordability Assessment Review and Revise WQS 3
4 Controlling CSO Program Costs $ Maximum Potential Program Cost Cost Effective Alternatives Analysis Update Actual Impacts Affordability Assessment Review and Revise WQS Obtain Grant Money $ Adopt Commission Goals Minimize Rate Increases Reduce Regulatory Requirements Improve/Maintain Existing Infrastructure Control Rate Increases Model Rates with Real CIP 4
5 Capital Improvement Program (CIP) 2% of MHI $$ Available for CSO Program Affordable CSO Program Add real cost of CIP Rate / Household Current depressed rates Control Rate Increases Model Rates with Real CIP Phase to Fit CIP with Detailed Schedule Restructure Existing Debt Manage Regulatory Requirements Prove Changed Conditions Costs Affordability Lack of WQ Benefits Other Infrastructure Requirements Get EPA to Agree to a Pause Develop Alternative Plan System-Wide CMOM Focus Show Progress on Low Fruit Beneficial Projects Review & Revise Water Quality Standards 5
6 Improve/Maintain Existing Infrastructure Promote Repair and Replacement Options Target Selective Separation Proactive Deposition Control Optimize System Storage Improve Pump Station Reliability Role of SWSC in CSO Control Authorized in 1996 Owns & Maintains Water and Sewerage Assets in Springfield Provides Wastewater Collection and Treatment Services to 8 Communities 6
7 SWSC CSO LTCP Goals Compliance with CSO control policies Reduce volume of CSO discharges to improve water quality Evaluate and recommend alternative CSO control programs and technologies SWSC CSO LTCP Recommendations Hydraulic Relief and Storage for Mill River Interceptor Relief, Storage and Treatment for Chicopee River. Sewer Separation, CSO consolidation, and treatment for the Connecticut River Development of a CT River Water quality model Estimated System Wide Program Cost $140.5 M Chicopee River CSO Control Project Progressing from the LTCP Conduct Field Investigation Program - Checking and Verifying Field Conditions Develop Detailed Hydraulic Model of Chicopee River Area Develop CSO Control Recommendations & Resign with Regulatory Approval Achieve 6-Month Level of CSO Control (2 CSO Activations per Year) 7
8 Administrative Consent Order Requirements November 30, 2004 December 15, 2006 May 31, 2007 May 31, 2009 NPC for the Chicopee River CSO Project (Completed on Schedule) Complete design of the Chicopee River CSO Project (completed on schedule) Begin construction of the Chicopee River CSO Project Complete construction of the Chicopee River CSO Project Study Area Overview Major system network Study area boundary COTTAGE ST Baseline Conceptual LTCP Recommendation 10 x 12 culvert, 1,100 ft long 1 MG CSO storage + pumping x 12 culvert, 800 ft long 700,000 gal CSO storage + pumping ,000 gal CSO Storage + pumping 8
9 Our Directive Understand the Chicopee River Sewerage System Be Flexible Let Data Lead to Proper Design Solution Maintain the ACO Schedule Understand the Sewerage System Conduct Flow Metering Program (21 meters) Review of Existing Records Comprehensive Internal Inspections and Survey SWSC Performed Assessment of the Indian Orchard Pump Station Design Approach Methodology: Follow the Data Incorporate Field Investigations Information Develop Hydraulic Model Review Impacts/Changes to CSO Storage Requirements Look for Opportunities 9
10 Field Investigations All 6 CSOs inspected 36 total manholes inspections Measurements, photos obtained Connectivity confirmed Flow Metering (21 Locations) the More We Looked the Better We Understood Field Investigation Documentation CSO 044 Outfall CSO 044 Inspection Report 10
11 Existing CSO Structures CSO 036 Baffle CSO 036 Weir CSO 035 Baffle Weir Existing Conditions: Isolated Areas of Sewer Separation Indian Orchard MHD Paving Projects Parker Street Separation 11
12 Design Model Development Smaller sub-basins More metering data Update regulator information Pump Station - gates and pump tests Dry Weather Flows Wet Weather Flows Planning vs. Design Model Description Planning Model Design Model Number of Subcatchments Average Subcatchment Size (acres) Modeled Pipe Length (miles) Chicopee Flow Monitors: Number of CSOs Monitored 2 6 Total Flow Monitors 4 21 Model Details: CSO Regulator Baffles Not modeled Modeled Dynamics of IOPS Inlet Gates Not modeled Modeled Springfield Rain Event Summary Date/Time Start Date/Time Stop Duration Depth Peak hourly Peak 15-min (hours:min) (in) rain (in) rain (in) 3/1/05 12:10 AM 3/1/05 5:25 PM 17: /8/05 7:15 AM 3/8/05 3:10 PM 7: /12/05 6:30 AM 3/12/05 2:50 PM 8: /23/05 7:55 PM 3/24/05 9:35 AM 13: /28/05 3:55 AM 3/29/05 11:25 AM 31: /2/05 2:55 AM 4/2/05 2:35 PM 11: /2/05 8:55 PM 4/3/05 2:55 AM 6: /8/05 12:05 AM 4/8/05 3:30 AM 3: /23/05 10:40 AM 4/24/05 9:15 AM 22: /27/05 6:50 AM 4/27/05 3:55 PM 9: /27/05 10:15 PM 4/28/05 2:20 AM 4: /30/05 10:55 AM 4/30/05 11:35 PM 12: /2/05 5:05 PM 5/2/05 11:05 PM 6: /7/05 10:20 AM 5/7/05 11:00 PM 12: /15/05 10:00 PM 5/16/05 10:10 AM 12: /22/05 4:25 AM 5/22/05 9:40 AM 5: /23/05 8:35 PM 5/24/05 2:45 PM 18: /26/05 8:20 PM 5/27/05 12:00 AM 3: /27/05 8:10 PM 5/27/05 9:55 PM 1: Notes: Rain events with total depth less than 0.1 inches are not shown. 12
13 Difference (feet) Percent Difference Percent Difference 100% 80% 60% 40% 20% 0% -20% -40% -60% -80% -100% 100% 80% 60% 40% 20% 0% -20% -40% -60% -80% -100% CHP-1 CHP-1 CHP-1 CHP-2 CHP-2 CHP-2 CHP-3 CHP-3 CHP-3 CHP-4 CHP-4 CHP-4 CHP-5 CHP-5 CHP-5 CHP-6A CHP-6A CHP-6A CHP-6B CHP-6B CHP-6B CHP-7 CHP-7 CHP-7 Two Storm Average CHP-8 Peak Flow CHP-9 CHP-10 CSO-043 Flow Monitor Two Storm Average Storm Volume CHP-8 CHP-9 CHP-10 CSO-043 Flow Monitor Two Storm Average Peak Depth CHP-8 CHP-9 CHP-10 CSO-043 CSO-044 CSO-044 CSO-044 CSO-037 CSO-037 CSO-037 CSO-036 CSO-036 CSO-036 CSO-035 CSO-035 CSO-035 CSO-034 CSO-034 CSO-034 IO_01 IO_01 IO_01 IO_02 IO_02 IO_02 Wet Weather Flow Calibration Very good predictions Peak flows: +25% to -15% Volumes: +20% to - 10% Peak depth: generally within 0-4 inches APWA Congress Flow Monitor September 9, 2007 IO_03 IO_03 IO_03 Ludlow Ludlow Ludlow Interceptor HGL During Overflows CSO 043 starts overflowing CSO 037 starts overflowing CSO 034 starts overflowing Manhole Flooding at IOPS Manhole Flooding Storm Event at Pump Station (gal) Planning Model Design Tool 4/1/1976 * 1,540, ,000 7/23/1976 * 1,082, ,000 12/7/ , /20/ , /16/ , /1/ , /7/ , /26/ , /30/ , /15/ , /3/ , /18/ , /21/ , /31/ , /1/ ,000 0 Flooding at pump station on average twice per year Total = 6,176,000 1,030,000 * Remaining events causing CSO discharges 13
14 Better Understanding of CSO Activation and Flooding Inflow from combined sewer areas Incorrect weir settings (CSO 037) Flow restriction in interceptor and underflows Inadequate pump station capacity Predicted CSO Storage Requirements (based on 2 CSOs/yr) CSO Location Storage Requirement (gal) Planning Model Design Tool NPC Report 09/30/2004 Banner St 30" Outfall (CSO 043) 58, ,000 Rogers Ave 18" Outfall (CSO 044) 0 blocked Cedar St 24"x36" Outfall (CSO 037) 1,000, ,000 Pinevale St 48" Outfall (CSO 036) 0 32,000 Oak St 48" Outfall (CSO 035) 0 83,000 Main St 28"x42" Outfall (CSO 034) 700, , feet Total 1,758,000 1,647,000 Overall slightly less total volume required More tanks and odor control facilities required (5 vs. 3) Difficult construction & significant community disruption 13 feet Be Flexible Look for Opportunities Connect isolated separation work Renew and modernize sewer and drain infrastructure Improve Flow Conveyance more flow to pump station Optimize and upgrade pump station Stormwater Quality improvements (BMPs) Minimize O&M 14
15 Solutions Developed to Address Underlying Problems Problem Inflow Weir settings Interceptor Pump station capacity Solution Targeted sewer separation/cso elimination CSO regulator modifications Interceptor conveyance improvements Pump station improvements Solutions - Putting Pieces Together Parker Street separation Complete shoreline area separation Complete Kopernik Street separation Enlarge CSO 037 underflow Upsize 24 on Ludlow interceptor IOPS upgrade and modulating gates Local CSO 035, 036 separation Upsize CSO 034 underflow Upsize 42 on Ludlow interceptor Pinevale Street separation Target Separation Areas 15
16 Parker Street Separation CSO 043 tank requirement reduced by 178,000 gal Total CSO tank requirement reduced by 219,000 gal CSO Location Storage Requirement (gal) Parker Street Design Model Separation 304, ,000 Banner St 30" Outfall (CSO 043) Rogers Ave 18" Outfall (CSO 044) blocked blocked* Cedar St 24"x36" Outfall (CSO 037) 232, ,000 Pinevale St 48" Outfall (CSO 036) 110, ,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 Main St 28"x42" Outfall (CSO 034) 975, ,000 Subtotal CSOs 1,661,000 1,442,000 Incremental Change (219,000) Cumulative % Change -13% Manhole Flooding (gal) 0 0 Complete Rodgers Ave. Separation combined drain sanitary Complete Rodgers Ave. Separation CSO 044 becomes a stormwater outlet CSO 037 tank requirement reduced by 168,000 gal Total CSO tank requirement reduced by 214,000 gal CSO Location Design Model Storage Requirement (gal) Parker Street Separation Rodgers Ave. Separation Banner St 30" Outfall (CSO 043) 304, , ,000 Rogers Ave 18" Outfall (CSO 044) stormwater outlet blocked Cedar St 24"x36" Outfall (CSO 037) 232, ,000 30,000 Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 Main St 28"x42" Outfall (CSO 034) 975, , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 Incremental Change (219,000) (214,000) Cumulative % Change -13% -26% Manhole Flooding (gal)
17 Complete Shoreline Separation combined drain sanitary Complete Shoreline Separation CSO Location Storage Requirement (gal) Parker Street Rodgers Ave. Shoreline Design Model Separation Separation Separation Banner St 30" Outfall (CSO 043) 304, , , ,000 Rogers Ave 18" Outfall (CSO 044) blocked stormwater outlet Cedar St 24"x36" Outfall (CSO 037) 232,000 30,000 30, ,000 Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 74,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 21,000 Main St 28"x42" Outfall (CSO 034) 975, , , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 1,155,000 Incremental Change (219,000) (214,000) (73,000) Cumulative % Change -13% -26% -30% Manhole Flooding (gal) Tank requirement reduced at 036, 035, and 034 Total CSO tank requirement reduced by 73,000 gal Complete Kopernik Separation combined drain sanitary 17
18 Complete Kopernik Separation CSO Location Storage Requirement (gal) Parker Street Rodgers Ave. Shoreline Kopernik Design Model Separation Separation Separation Separation Banner St 30" Outfall (CSO 043) 304, , , ,000 0 Rogers Ave 18" Outfall (CSO 044) blocked blocked stormwater outlet Cedar St 24"x36" Outfall (CSO 037) 232, ,000 30,000 30,000 19,000 Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 74,000 73,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 21,000 21,000 Main St 28"x42" Outfall (CSO 034) 975, , , , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 1,155,000 1,019,000 Incremental Change (219,000) (214,000) (73,000) (136,000) Cumulative % Change -13% -26% -30% -39% Manhole Flooding (gal) CSO tank at 043 eliminated Note: CSO 043 weir raised Total CSO tank requirement reduced by 136,000 gal Enlarge CSO 037 Underflow Enlarge CSO 037 Underflow CSO Location Storage Requirement (gal) Parker Street Rodgers Ave. Shoreline Kopernik Enlarge CSO 037 Design Model Separation Separation Separation Separation Underflow ~120' Banner St 30" Outfall (CSO 043) 304, , , , Rogers Ave 18" Outfall (CSO 044) stormwater outlet blocked Cedar St 24"x36" Outfall (CSO 037) 30,000 19, , ,000 30,000 0 Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 74,000 73,000 85,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 21,000 21,000 23,000 Main St 28"x42" Outfall (CSO 034) 975, , , , , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 1,155,000 1,019,000 1,020,000 Incremental Change (219,000) (214,000) (73,000) (136,000) 1,000 Cumulative % Change -13% -26% -30% -39% -39% Manhole Flooding (gal) CSO tank at 037 eliminated Transferred flows downstream 18
19 Upsize Ludlow Interceptor 24 to 36 Upsize 170 (from 24 to 36 pipe equivalent) Upsize Ludlow Interceptor 24 to 36 CSO Location Storage Requirement (gal) Design Parker Street CSO 044 Inflow Centre Street Kopernik Enlarge CSO 037 Ludlow Interceptor Model Separation Removal Separation Separation Underflow 24" to 36" Banner St 30" Outfall (CSO 043) 304, , , , Rogers Ave 18" Outfall (CSO 044) blocked Cedar St 24"x36" Outfall (CSO 037) 232, ,000 30,000 30,000 19, Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 74,000 73,000 85,000 85,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 21,000 21,000 23,000 23,000 Main St 28"x42" Outfall (CSO 034) 975, , , , , , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 1,155,000 1,019,000 1,020, ,000 Incremental Change (219,000) (214,000) (73,000) (136,000) 1,000 (673,000) Cumulative % Change -13% -26% -30% -39% -39% -79% Manhole Flooding (gal) ,668 CSO 034 tank requirement reduced by 673,000 gal Transferred flows downstream to IOPS flooding Upgrade Existing Pump Station Replaced Pumps Increased Flow Capacity from 38MGD to 52 MGD Off Line Storage of Peak Flows Improvements to electrical, HAVAC, Instrumentation, SCADA Architectural Upgrades to Building Stand-by Power 19
20 Additional IOPS Pump Capacity (58 cfs to 75 cfs) CSO Location Storage Requirement (gal) Design Parker Street CSO 044 Inflow Centre Street Kopernik Enlarge CSO 037 Upsize 24" on Modulating Add IOPS Model Separation Removal Separation Separation Underflow Ludlow Interceptor Gates at IOPS Pump Capacity Banner St 30" Outfall (CSO 043) 304, , , , Rogers Ave 18" Outfall (CSO 044) blocked Cedar St 24"x36" Outfall (CSO 037) 232, ,000 30,000 30,000 19, Pinevale St 48" Outfall (CSO 036) 110, ,000 95,000 74,000 73,000 85,000 85,000 85,000 77,000 Oak St 48" Outfall (CSO 035) 40,000 39,000 37,000 21,000 21,000 23,000 23,000 23,000 21,000 Main St 28"x42" Outfall (CSO 034) 975, , , , , , , , ,000 Subtotal CSOs 1,661,000 1,442,000 1,228,000 1,155,000 1,019,000 1,020, , , ,000 Incremental Change (219,000) (214,000) (73,000) (136,000) 1,000 (673,000) (7,000) (24,000) Cumulative % Change -13% -26% -30% -39% -39% -79% -80% -81% Manhole Flooding (gal) , ,407 0 IOPS flooding eliminated Local CSO 035, 036 Separation New drains to overflow pipes Local CSO 035, 036 Separation CSO Location Eliminates 035, 036 tanks Storage Requirement (gal) Design Model Add IOPS Pump Capacity Local CSO 035, 036 Separation Banner St 30" Outfall (CSO 043) 304, Rogers Ave 18" Outfall (CSO 044) blocked sw outfall Cedar St 24"x36" Outfall (CSO 037) 232, Pinevale St 48" Outfall (CSO 036) 110,000 77,000 0 Oak St 48" Outfall (CSO 035) 40,000 21,000 0 Main St 28"x42" Outfall (CSO 034) 975, , ,000 Subtotal CSOs 1,661, , ,000 Incremental Change (1,345,000) (148,000) Cumulative % Change -81% -90% Manhole Flooding (gal)
21 Interceptor Capacity Add ~1200 ft parallel pipe (from 36 to 42 pipe equivalent) Widen CSO 034 underflow opening Increase 2 nd underflow from 24 to 36 Previously upsized to 36 Interceptor Capacity CSO Location Storage Requirement (gal) Add IOPS Local CSO 035, 036 Added capacity to Design Model Pump Capacity Separation Ludlow interceptor Banner St 30" Outfall (CSO 043) 304, Rogers Ave 18" Outfall (CSO 044) blocked sw outfall Cedar St 24"x36" Outfall (CSO 037) 232, Pinevale St 48" Outfall (CSO 036) 110,000 77,000 4,000 0 Oak St 48" Outfall (CSO 035) 40,000 21, Main St 28"x42" Outfall (CSO 034) 975, , ,000 0 Subtotal CSOs 1,661, , ,000 0 Incremental Change (1,345,000) (144,000) (172,000) Cumulative % Change -81% -90% -100% Manhole Flooding (gal) All CSO storage tanks eliminated Summary of Inflow Removal Project Name Average Annual Runoff Removed from Interceptor System (MG) Centre Street Area Separation 5.00 Rogers Avenue Area Improvements 3.15 Kopernik Street Area Separation 5.75 Goodwin Street Area Separation 5.71 Pinevale Street Area Separation 5.17 Supplemental Parker Street Area Separation 1.22 Oak Street Area Separation 2.61 Total
22 Mill River CSO Activation Planning Model Design Model Design Model Alternative CSO ID 6/14/2004 Letter Report (with 58 cfs pump station) (with 75 cfs pump station) Annual Volume Activations Annual Volume Activations Annual Volume Activations (MG) (#/yr) (MG) (#/yr) (MG) (#/yr) CSO 017 < CSO CSO CSO CSO CSO TOTAL No additional average annual Mill River CSO activation Final Design Selection Criteria Environmental Benefit Construction Issues Operations & Maintenance Cost Community Impact Advantages of Alternative Options Renewal and modernization of interceptor Upgraded pump station utilized for CSO control Completion of prior separation work Conversion of a CSO to stormwater outlet No CSO tank maintenance 22
23 Concerns with Off-Line CSO Storage Storage tank construction impacts with significant community disruption Long-term maintenance of tanks and odor control facilities Aging Infrastructure not addressed Upstream separation plan not fulfilled Easements required Cost (January 2008 Dollars) Component Baseline Conceptual Hybrid Alternative Design Alternative Storage Tanks $28,978, Sewer Separation -- $15,400,000 IOPS $5,792,000* $15,700,000 Construction Subtotal $34,770,000 $31,100,000 Engineering (D/CA/RE) $10,268,000 $5,429,000 Program Total $45,038,000** $36,500,000 Environmental Benefit CSO Location Average Annual CSO Volume (MG) Baseline Existing Conditions Conceptual Design Hybrid Alternative Alternative CSO (Stormwater Only) CSO 044 Blocked Blocked 0 (Stormwater Only) CSO CSO CSO CSO TOTAL
24 Hybrid Alternative Approach Choose Appropriate Combinations Selective Sewer Separation Infrastructure Improvements Pump Station Upgrades Fit the pieces together Achieve the Project Objectives and Goals Resulted in Significant Cost Savings Acknowledgements Springfield Water and Sewer Commission Joseph Superneau, Executive Director Robert Stoops, Chief Engineer Josh Schimmel, Project Manager Questions? 24
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