Effective SSO Elimination Indian Lake is a Beautiful Place Again
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1 Effective SSO Elimination Indian Lake is a Beautiful Place Again Henry Mac McCauley, P.E. Ronald J. Jacob Keith A. Radick OWEA 2012 Annual Conference June 20, 2012 Aurora, Ohio
2 Introduction Additional Credits: Ron Jacob Operations Manager Logan County WPC Garis Pugh General Manager (Retired) Logan County WPC Keith Radick Principal Floyd Browne Group
3 Photo of lake area map? Belle Center Big enough tolake show flood area & Great Miami Indian Lakeview Russells Point LCWPC WWTP Huntsville
4 District Map 1982 Project 2001 North Fork / Belle Center Project Original System 1991 Long Island, O Conner s Point, Blue Herron Cove Project 1982 Project 2006 Huntsville Cherokee Manns Project
5 Introduction System Description Approximately 7,000 customers 4 Villages Indian Lake periphery State campground, ODOT rest area Approximately 50 miles of 6 27 gravity sewer 29 lift stations, >250 E-One grinder pumps WWTP 2.3 MGD Average Flow, 4.6 MGD Secondary Treatment, 16 MGD Peak Flow
6 Introduction An Ineffective SSO Prevention Strategy
7 History Studies and Reports Infiltration and Inflow (I/I) Study...July 2004 Wastewater Master Plan..February 2005 Wastewater General Plan...June 2005 First Step = Get Flow to the Plant Reduce/Eliminate SSOs Minimize Blending Events Get a Handle on Actual Flows
8 Results Infiltration and Inflow Study 2004 Metering Location Coverage Areas
9 Depth (in) North Mini-system Scatter Graph 45 2:30pm Backwater and Surcharge Level (in) 0.6 MGD 25 12pm 0.8 MGD 1.0 MGD 20 Manning :30am Velocity (ft/s)
10 History WWTP Improvements, Phase 1 Phase 1 Design Contract Signed...February 2006 No Feasible Alternatives Report June 2006 PTI Application Submitted.December 2006 PTI Approved....June 2007 Construction... November 2008 June 2010
11 WWTP Improvements, Phase 1 WWTP Improvements Fine Screens (16 MGD) Equalization Basin (1.5 MG) Convert Primary Clarifiers to EQ (0.5 MG) Aeration Diffuser Improvements (4.6 MGD) Ultraviolet Disinfection Anaerobic to Aerobic Digestion New Solids Dewatering Facilities Slough Pump Station / Force Main (6 MGD)
12 WWTP Improvements
13 History Collection System Improvements Midway Sewer Improvements Indian Lake Shores Lift Station Project Minnewauken Lift Station Project 2007 Seminole Lift Station Project 2011 Slough Area Sealed Manholes Other Lift Station Improvements Sewer Cleaning
14 History Capacity, Management,Operations, and Maintenance (CMOM) Program Initiated August 2009 Needs Assessment. September 2010 SSO Emergency Response Plan... January st Annual Report submitted..... January 2012
15 Results SSO Elimination Results WWTP Flows Apparent Success Blending Events vs. Precipitation SSO Events Apparent Success More Flow to the WWTP Critical Areas Year Total Rain (inches)
16 Jan-08 Apr-08 Jul-08 Sep-08 Dec-08 Mar-09 Jun-09 Sep-09 Dec-09 Mar-10 Jun-10 Sep-10 Dec-10 Mar-11 Jun-11 Sep-11 Dec-11 Million Gallons (MG) Inches of Rain WWTP Plant Flows vs. Precipitation WWTP Results Flow (MG/Month) Blended Flow (MG/Month) Precipitation (Inches/Month) WWTP Phase 1 On-line
17 Million Gallons (MG) WWTP Plant Flows by Year WWTP Results Month
18 Jan-08 Apr-08 Jul-08 Sep-08 Dec-08 Mar-09 Jun-09 Sep-09 Dec-09 Mar-10 Jun-10 Sep-10 Dec-10 Mar-11 Jun-11 Sep-11 Dec-11 Million Gallons (MG) or Hours Number of Occurences WWTP Plant Blending Events WWTP Results Blended Flow (MG/Month) Blending Hours/Month Blending Occurences/Month
19 Results Sanitary Sewer Overflows by Location per Year Location Comments 2008 Sub-totals 2011 Sub-totals state route 720-mh state route 720-mh state route 720-mh Slough Area 45 state route 720-mh % state route 720-mh Reduction state route 720-mh north oak st.-lakeview mh north oak-lakeview mh elm st.-lakeview mh north st.-lakeview mh 328A 6 2 State Campground 28 north oak-lakeview mh Pump Station and 52% midway ave.-lakeview mh Diversion Chamber 58 Reduction state st.-lakeview mh hydraulic capacity state st.-lakeview mh issue state st.-lakeview mh grove st.-lakeview mh grove st.-lakeview mh belle center dump station 13 Pump Station issue 0 13 buckeye and blackhawk dr. seminole mh cranetown island-mh I&I issues 7 7 shoreline drive-turkeyfoot mh 6 2
20 Results Sanitary Sewer Overflows by Location per Year Location Comments 2008 Sub-totals 2011 Sub-totals grand ave.-russells point mh grand ave.-russells point mh grand ave.-russells point mh grand ave.-russells point mh grand ave.-russells point mh Cleaned Sewers 8 34 grand ave.-russells point mh grand ave.-russells point mh elliot road-russells point mh fairview-orchard island mh I&I Dish Blocking 5 6 center & union st.-lakeview mh Slough Pump Station union st.-lakeview mh pump left off 15 2 o'connors point mh st rt 273 force main-long island 4 high school force main state route o'connors lift station 2 state campground lift station 1 Eliminated 11 3 air relief - twp rd E-1 station 42-4 long island 1 long island- e-1 station long island - e-1 station TOTALS
21 Results Sanitary Sewer Overflow Reductions Area 2008 Sub-totals 2011 Sub-totals Slough Area % Reduction Area 2008 Sub-totals 2011 Sub-totals State Campground Pump Station and Diversion Chamber hydraulic capacity issue % Reduction
22 SSO MAP 2008 Results
23 SSO MAP 2009 Results
24 SSO MAP 2011 Results
25 Next Steps So Where Do We Go From Here? Continue CMOM Program I/I Study Update In Process NFA Report Update...Due Oct 1, 2012 Next Step = Re-evaluate Feasibility to Eliminate Blending Feasibility to Eliminate SSOs Additional Projects
26 Next Steps So Where Do We Go From Here? General Plan...Due Apr 1, 2013 WWTP Improvements, Phase 2 Collections System Improvements
27 QUESTIONS?/COMMENTS Mac McCauley, P.E. Floyd Browne Group Ron Jacob Operations Manager Logan County WPC
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- EXHIBIT A - ELECTRIC - CLIENT INVOICE: EXAMPLE #1 If we moved a client from an electrical rate 6 to a rate 6L, and, as a result, changed their KWH rate from $.06 per Kilowatt Hour to $.05 per Kilowatt
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WIM #37 was operational for the entire month of September Volume was computed using all monthly data.
SEPTEMBER 2016 WIM Site Location WIM #37 is located on I-94 near Otsego in Wright county. The WIM is located only on the westbound (WB) side of I-94, meaning that all data mentioned in this report pertains
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