Red Hook WatchIndependent Community Resource

9 2023

1 versions2023-09-01working document

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  1. 12023-09-01
    working document

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3 Luvironmental‘ Consulting ----- End of picture text -----

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Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0.010 MGD (Million Gallons per Day) 0.042 MGD (Million Gallons per Day) Required Samples Result Compliance BOD (June 1 - Oct 31) <4.0 mg/L 5 mg/L September 2023 ues 6.4 mg/L 10 mg/L NH3 <0.5 mg/L 0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31) Fecal Coliform <1,0/100 mL 200/100 mL Dissolved Oxygen .o mg/L .o mg/L Minimum Deficienci ----- End of picture text -----

Anoxic Mixers Currently a Medora mixer in place to keep Anoxic tank solids moving. May need to consider this infuture updates.

Sand Filter Rebuild Sand Filters have never been rebuilt or media replaced. Should price and schedulefor the nearfuture. Train Downfor Review One process train is down for review ofdeficiencies. Pump Station Pump Station pumps clogging issues have been an issuefor some time. Pump Station mixing should be implemented to help with pumpfailure and pump station pump outs.

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Backflow Prev. Facilities backflow Preventor in need ofreplacement. Additional Notes: ----- End of picture text -----

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92-15-7 (7/91)-27cNEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION=
DIVISIONOF WATERPage1 of4
WASTEWATERFACILITY OPERATION REPORT FOR THE MON"September2023
SPDESPERMITNO.FACILITYNAMEFACILITY OWNERFACILITYLOCATION
Fisatsun}aDay [or] {ozin/day000vay000MGDoo0052MGDDallfTffMGD68ee(2) Teae(2)TreeeTrMaximum7 Toeee78eeto3.0Maximum}<not PC PCType
Mon] o30.00003469Ts78250cot P
Tue} o40.00ooTTasee782oo<ot PC
Wed o50.00f0048TTee ase8200cot PP
thu}Frios7{0.0000{0O0646fToo68 a
satsun] [osoooor10[foocssofTesoscszefr7aTT7982
Mon]Tue} tof14]0.30141[og052TTsooceerefezeTT835079260otOt PC PC
Wed 12]0.000051fTes TsoeTT 8ot PC
Thu]Frisat [15]11643 {0.01 [0.000470.00[[00750054oar04gfsPYfteaes69
sun]Mon] 17 {0.000064PtaeeT8300Pot PT
Tue] i@060 [{0030TTeseeTe8aro for PC
Wedio135[oos7 fsah788etocot PT
Thu]210{0.000.00[{oso0064fe8 aeser79 Tt
Te Tt
satFri2223 [0.000.00[f{oo47ooofTfer[es]caeTr8ea590c
Sun]Mon] 24 [0.36[fToo4tTTeaeere Ttroot PT
Tue] 25 [1.14[0052fTeeasTk8hocot PT
Wedthu}276]1120.00004g7[ofareeeTea
Frisat [20]30280147.030f0.054005s61
RC(OS(GO
AfT00cot PC
TotalMonthlyAverageAverageayRteoneinen
Precip.AverageInfluentEffluentMinimumMaximumMinimumMaximum]MaximumMaximum}inf.(mgf)Eff.(mg/) Rem.%Rem.%
8.340.05268687.67.97.88.239.0<0.14SHH6HH

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FACILITYMAILING ADDRESS(Street,City,State,Zipcode)TELEPHONENUMBERCHIEF OPERATOR'SNAME
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(1)Refertacurrentedilionof "Noticeto SPDESPermiteesRegardingUseof theNationalPolutant DischargeEfmination System (NPDES) Discharge MonitoringReportForm"forprocedureslocalculateloadings,flow-weightedaverage,geometricmean, maximum
minimum,percent removal,etc.

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Note: Referto current SPDES parmit for specific monttoring requirements. Sample typs for chlorine residual and fecal coliforms is grab.

PROCESS CONTROL
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Mixed
Return Act.
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|Effect on Receiving Stream Name and amount ofchemicals used in treatment process

Sludge Removal from Plant:
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b. Solid Content
%
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C**.** VolatileSolidsContent
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Recurring pattern

These other chains use the same template but are separate decisions: