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Flushing Creek and Flushing Bay CSO Long Term …

Al OerterRecreation CenterSeptember 30, 2015 Flushing Creek and Flushing BayCSO long Term control plan 2 Welcome & IntroductionsEric LandauAssociate CommissionerDEP3 AgendaTopicSpeaker1 Welcome & IntroductionsEric Landau2 Flushing CreekLTCP Summaryof Previous Public MeetingsEric Landau LTCP Proposed Final RecommendationsKeith Beckmann3 Flushing BayLTCP BackgroundEricLandau Waterbody / WatershedCharacteristicsKeith Beckmann Water Quality Improvement ProjectsoGreen InfrastructureAngela Licata oGrey InfrastructureKeith Beckmann4 Next Steps EricLandau5 Discussion and Q&A SessionAll4 What is a Combined Sewer Overflow? NYC s sewer system is approximately 60% combined, which means it is used to convey both sanitary and storm flows.

Al Oerter Recreation Center September 30, 2015 Flushing Creek and Flushing Bay CSO Long Term Control Plan

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Transcription of Flushing Creek and Flushing Bay CSO Long Term …

1 Al OerterRecreation CenterSeptember 30, 2015 Flushing Creek and Flushing BayCSO long Term control plan 2 Welcome & IntroductionsEric LandauAssociate CommissionerDEP3 AgendaTopicSpeaker1 Welcome & IntroductionsEric Landau2 Flushing CreekLTCP Summaryof Previous Public MeetingsEric Landau LTCP Proposed Final RecommendationsKeith Beckmann3 Flushing BayLTCP BackgroundEricLandau Waterbody / WatershedCharacteristicsKeith Beckmann Water Quality Improvement ProjectsoGreen InfrastructureAngela Licata oGrey InfrastructureKeith Beckmann4 Next Steps EricLandau5 Discussion and Q&A SessionAll4 What is a Combined Sewer Overflow? NYC s sewer system is approximately 60% combined, which means it is used to convey both sanitary and storm flows.

2 When the sewer system is at full capacity, a diluted mixture of rain water and sewage may be released into local waterways. This is called a combined sewer overflow (CSO). 65% to 90% of combinedsanitary & storm flow is captured at treatment BasinCombinedSewer OutfallSewer RegulatorDry Weather ConditionsCity Sewer MainBuilding SewerConnectionDownSpoutCatch BasinStormy Weather ConditionsCombinedSewer OutfallSewerRegulatorCity Sewer MainBuilding SewerConnection5 What is a LTCP and CSO Consent Order? long Term control plan (LTCP) identifies appropriate CSO controlsto achieve applicable water quality standardsconsistent with the Federal CSO Policy and Clean Water ActCSO Consent Orderan agreement that settles past legal disputes without prolonged litigationrequires DEP to develop LTCPs and mitigate CSOs6 Flushing Creek (FC)

3 LTCP Proposed Final Recommendations7 Summary of PreviousFlushing Creek Public MeetingsEric LandauAssociate CommissionerDEP8 Flushing Creek LTCP Process & Public InvolvementONGOING PUBLIC/STAKEHOLDER INPUTE xisting Information ReviewData Collection & AnalysisModelingAlternatives Development & EvaluationLTCPDEC ReviewKickoff Meeting6/11/2014 Alternatives Review Meeting10/23/2014 Final plan Review MeetingTODAYS ubmitted LTCP 12/30/2014*Community Board 3 Environmental Committee Meeting 10/30/2014*Supplemental Documentation was submitted to DEC on 5/22/2015 and 8/7/2015 in response to DEC review Public Meeting #1 SummaryPresented on: Waterbody/Watershed Characteristics Current Uses Preliminary Water Quality Sampling Results Grey Infrastructure Projects CSO Retention Facility Upgrades to increase flow conveyance to Tallman Island WWTP Green Infrastructure Projects JHS 185Q, Edward BleeckerJr.

4 High Flushing Town Hall TI-011 and TI-022 Area-Wide Contracts with DDCDate:June 11, 2014 020 John Bowne, QueensAttendees:20 New Interceptor Route Being Restored to Upland / WetlandCSO Retention Facility10FC Public Meeting #2 SummaryDate:October 23, 2014 Location:Al OerterRecreational CenterAttendees:15 Presented on: Brief Recap of Meeting #1 Water Quality Attainment Current Classification (Secondary Contact)= High Level Attainment (See following slides) Potential Future Classification (Primary Contact) = Non-Attainment (See following slides) Modeling 100% CSO control in Flushing Creek results in minimal WQ improvement for Primary Contact Attainment Comparison of Key Alternatives11 Flushing Creek LTCP ProposedFinal RecommendationsKeith Beckmann, Program ManagerDEPA ngela LicataDeputy CommissionerDEP12 Flushing Creek Drainage Area Flushing Creek is located in north-central Queens and discharges into Flushing Bay Over 500 acres of the watershed tributary drain to fresh water Meadow and Willow Lakes Flushing Creek is classified by New York State DEC for secondary contact recreation Class I Boating and Fishing DEP wet-weather discharges include.

5 3 CSO Outfalls 5 Stormwater Outfalls DrainageAreaAcres11,016 Served by combined sewers57%13 Flushing Creek Sampling Locations14 Flushing Creek Fecal Coliform Results131433331021761894910130100327119 1127711010010001000001234567 Geometric MeanFecal Coliform (#/100 ml)Wet WeatherDry Weather2000 #/100 mlNovember 2013 to May 2014200 #/100 mlPotential Future Primary Contact StandardSampling Locations~18 Dry and ~60 Wet samples per locationOW1OW2OW3OW4OW5OW6 Secondary Contact Standard15 Flushing Creek Enterococci Results519986349449722132206123201411010 0100001234567 Geometric Mean Enterococci (#/100 ml)Wet WeatherDry Weather30 #/100 mlSampling LocationsNovember 2013 to May 2014OW1OW2OW3OW4OW5OW6~18 Dry and ~60 Wet samples per locationPotential Future Primary Contact Standard16 Flushing Creek CSO Mitigation OptionsSystem OptimizationFixed WeirParallel Interceptor / SewerInflatable DamsBending WeirsControl GatesPump Station ExpansionCSO RelocationGravity Flow Tipping to Other WatershedsPumping Station ModificationFlow Tipping withConduit/Tunnel and PumpingWater Quality /Ecological EnhancementFloatablesControlDredgingWetl ands RestorationFlushingTunnelTreatment Satellite:Centralized.

6 OutfallDisinfectionTank DisinfectionHigh Rate Clarification (HRC)WWTP ExpansionStorageIn-SystemShaftTankTunnel INCREASING COMPLEXITYINCREASING COSTF lushing Creek Preferred Alternative= Disinfection of Outfalls TI-011 and TI-01017 Green Infrastructure in New York City Green Infrastructure (GI)collects stormwater runoff from impervious surfaces, such as streets and roofs, reducing flow to sewers 2012 Consent Order requires GI investments over 20 years $ billion budgeted for GI Citywide to manage 1 of stormwater runoff from 10% of impervious combined sewered areas by 2030 DEP will meet this goal through: Area-Wide Contracts Public Property Retrofits Grant Program for Private Property Owners Stringent Detention Rule for New DevelopmentPermeable PaversGreen Roofs Bioswales(right of way green infrastructure)18GI Opportunities for Private Property Owners Green Infrastructure Grant Program: DEP provides funding for the design and construction costs of green infrastructure on private property in combined sewer areas of the City.

7 Green Roof Tax Abatement:The City provides a one-year property tax abatement for private properties that install green roofs. The abatement value is $ per square foot (up to the lesser of $200,000 or the building s tax liability) and is available through March 15, 2018. 2012 Stormwater Rule:In 2012, DEP amended the allowable flow rate of stormwater to the City s combined sewer system for new and existing development. Site Connection Proposals may include green infrastructure technologies to meet the new allowable rate. 19 Planned Green Infrastructure in Flushing Creek Area-Wide GI Contracts: TI-022 Geotechnical investigations are complete TI-011 Geotechnical investigations are underway TI-010 Design will begin this fall/winter PS 185Q: Construction began September 2015 Rain garden and synthetic turf field for Schoolyards to Playgrounds project with TPL/SCA/DOE Flushing Town Hall: In construction Rain garden and swales with the Department of Cultural Creek Preferred AlternativeRecreational Season Disinfection (May 1st Oct.)

8 31st)*TI-010 Disinfect at Influent Screens and DC5*TI-011 Disinfect at Regulator 9TI-010TI-011 Benefits Provides disinfection of tank bypass flows Minimizes footprint as disinfection equipment can be installed at existing site Utilizes gravity, no effluent pumping Maximizes use of existing infrastructure Cost effective; no retentiontank neededChallenges May require control structure at end of outfall Potential residual chlorine issues Potential impactsdue to streetwork May require control structure at end of outfall Potential residual chlorine issues May require site acquisitionConstruction$2 Million$5 MillionO&MCost$350,000 per Year$300,000 per Year*Note.

9 Provisions for floatables control to be evaluated and included in the design for both TI-010 and Creek Projected AttainmentCurrent Classification Class I Secondary Contact (Fecal GM 2000 #/100mL)o100% Annual AttainmentPotential Future Classification) Class SC Primary Contact (Fecal GM 200 #/100mL and Entero GM 30 #/100mL)oFecal: 67% to 75% Annual Attainment oEntero: 45% to 62% Annual AttainmentProjected Attainment with Implementation of LTCP Recommended Plan22 Projected Fecal Annual Attainment778077786767757539434853020406 080100OW3OW4OW5OW6 Annual Attainment %100% CSO ControlLTCP Recommended PlanBaselineCompliance = Attainment 95%for GM 200 #/100 mLSampling LocationsTI-022 CSO OutfallTI-011 CSO OutfallTI-010 CSO OutfallFecalPotential Future Class SC23 Projected Entero Attainment616967674555596232414450020406 080100OW3OW4OW5OW6 Recreational Attainment %100% CSO ControlLTCP Recommended PlanBaselineCompliance = Attainment 95%for GM 30 #/100 mLSampling LocationsTI-022 CSO

10 OutfallTI-011 CSO OutfallTI-010 CSO OutfallEnteroPotential Future Class SC24 Projected Dissolved Oxygen Annual Attainment838787917880819078808190020406 080100OW3OW4OW5OW6 Annual Attainment %100% CSO ControlLTCP Recommended PlanBaselineCompliance = Attainment 95%for DO daily average mg/L mLSampling LocationsTI-022 CSO OutfallTI-011 CSO OutfallTI-010 CSO OutfallChronic (Daily) DOPotential Future Class SC25 Projected Dissolved Oxygen Annual Attainment979899100929597999295979902040 6080100OW3OW4OW5OW6 Annual Attainment %100% CSO ControlLTCP Recommended PlanBaselineCompliance = Attainment 95%for DO never < mg/L mLSampling LocationsTI-022 CSO OutfallTI-011 CSO OutfallTI-010 CSO OutfallAcute (Hourly) DOPotential Future Class SC26 Flushing Creek : CSO Volume Reductions VolumeReductio


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