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Wastewater Facility Operation Report — August 2023

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    Wastewater Facility Operation Report — August 2023
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|Ni aeironmental

Consulting
ConsultingVillage of Red Hook Wastewater System
Red Hook CommonsVillage of Red Hook
Average Daily Flow :0.007 MGD (Million Gallons per Day)
Required SamplesResult0.043 MGD (Million Gallons per Day)
Compliance
BOD (June 1 - Oct 31)<4.0 mg/L5 mg/L
TSS<10.0 mg/L10 mg/L
August 2023UOD (Ultimate Oxygen Demand) Nov 1 - May 31<10.5 mg/L34.0 mg.L
NH3<0.5 mg/L98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 398 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 3
Fecal Coliform<1.0/100 mL200/100 mL
Dissolved Oxygen7.0 mg/L7.0 mg/L Minimum
Deficiencies
Anoxic MixersCurrently a Medora mixer in place to keep Anoxic tank solids moving. May need to consider this in future updates.
Sand Filter RebuildSand Filters have never been rebuilt or media replaced. Should price and schedule for the near future.
Train Down for ReviewOne process train is down for review of deficiencies.
Pump StationPump Station pumps clogging issues have been an issue for some time. Pump Station mixing should be implemented to help with pump failure and pump station pump outs.Pump Station pumps clogging issues have been an issue for some time. Pump Station mixing should be implemented to help with pump failure and pump station pump outs.
Backflow Prev.Facilities backflow Preventor in need of replacement.
R
l
Additional Notes:

92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION

DIVISION OF WATERDIVISION OF WATERDIVISION OF WATERPage 1 of 4Page 1 of 4
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTWASTEWATER FACILITY OPERATION REPORT FOR THE MONTAugust2023
NY--
SPDES PERMIT NO.
0271420FACILITY NAME
Village of Red Hook SewerFACILITY OWNER
Village of Red Hook7467 S Broadway Red Hook, NY12571FACILITY LOCATION
7467 S Broadway Red Hook, NY125717467 S Broadway Red Hook, NY12571
DayDateDaily
Precip
in/dayInst.Max.
MGD
VOLUME OF SEWAGE TREATEDInst.Max.
Daily
Average
MGD
VOLUME OF SEWAGE TREATEDInst. Min
MGD
VOLUME OF SEWAGE TREATEDInfluent
(2)
Effluent
(2)
TEMPERATURE (ºF.)Influent
MinimumInfluent
Maximum
Effluent
Minimum
pH (S.U)Effluent
MaximumSETTLEABLE SOLIDS
Influent
Maximum
Effluent
MaximumB.O.D.5
Influent
Type
Effluent
TypeSUSPENDED SOLIDS
Influent
Type
Effluent
Type
Tue010.000.04269697.87.98.013.0<0.1
Wed020.000.04868697.77.78.017.0<0.1
Thu030.000.05068697.87.97.824.0<0.1
Fri040.000.05969687.67.88.015.0<0.1
Sat050.030.04268687.77.88.018.0<0.1
Sun060.000.03469687.87.88.016.0<0.1
Mon070.930.04568687.77.97.836.0<0.1
Tue080.040.05069697.67.77.920.0<0.1
Wed090.030.04668687.67.98.037.0<0.1
Thu100.000.04468697.87.87.821.0<0.1
Fri110.330.05369687.77.97.728.0<0.1
Sat120.000.05868687.77.77.825.0<0.1
Sun133.360.03269687.77.87.729.0<0.1
Mon140.000.04469697.57.87.939.0<0.1
Tue151.090.05468687.77.67.620.0<0.1
Wed160.090.05268687.77.97.933.0<0.1
Thu170.150.04768697.87.87.815.0<0.1
Fri180.350.07068687.77.97.820.0<0.1
Sat190.000.03168687.77.77.723.0<0.1
Sun200.000.04568687.77.87.826.0<0.1
Mon210.000.04469687.87.98.024.0<0.1
Tue220.000.04768687.67.88.239.0<0.1
Wed230.000.04768697.77.88.013.0<0.1
Thu240.000.05568687.87.78.137.0<0.141
Fri250.400.06068687.67.98.010.0<0.1
Sat260.070.03868687.77.78.218.0<0.1
Sun270.000.03968687.67.88.115.0<0.1
Mon280.000.04768687.67.88.129.0<0.1
Tue290.000.05068687.77.77.910.0<0.1
Wed300.310.04968687.77.77.815.0<0.1
Thu310.000.04968687.67.97.836.0<0.1
Total
Precip.Monthly
AverageAverage
InfluentAverageAverage
EffluentAverageAverage
MinimumMaximumMinimumMaximumMonthly
MaximumMonthly
Maximum30 day flow-weighted avg (1)
Inf.(mg/l) Eff.(mg/l) Rem.%30 day flow-weighted avg
(1) Inf.(mg/l) Eff.(mg/l)
Rem.%
7.180.04768687.67.97.68.239.0<0.14####1####
30 Day Quanity30 Day Quanity1.58lbs/day0.40lbs/day

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FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE 14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM MW/CM2 Effluent REMARKS Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc #1 #2 Day Date Type Type Tue 01 100% 100% Wed 02 100% 100% Thu 03 100% 100% Fri 04 100% 100% Sat 05 100% 100% Sun 06 100% 100% Mon 07 100% 100% Tue 08 100% 100% Wed 09 100% 100% Thu 10 100% 100% Fri 11 100% 100% Sat 12 100% 100% Sun 13 100% 100% Mon 14 100% 100% Tue 15 100% 100% Wed 16 100% 100% Thu 17 100% 100% Fri 18 100% 100% Sat 19 100% 100% Sun 20 100% 100% Mon 21 100% 100% Tue 22 100% 100% Wed 23 100% 100% Thu 24 100% 100% 1 Fri 25 100% 100% Sat 26 100% 100% Sun 27 100% 100% Mon 28 100% 100% Tue 29 100% 100% Wed 30 100% 100% Thu 31 100% 100% 30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean ( Influent(mg/l Effluent(mg/l Minimum(1)Maximum 1 1 1 lbs/day ----- End of picture text -----

(1) Refer to current edition of "Notice to SPDES Permitees Regarding Use of the National Pollutant Discharge Elimination System (NPDES) Discharge Monitoring Report Form" for procedures to calculate loadings, flow-weighted average, geometric mean, maximum minimum, percent removal, etc.

Note: Refer to current SPDES permit for specific monitoring requirements. Sample type for chlorine residual and fecal coliforms is grab.

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FIXED MEDIA ACTIVATION SLUDGE PROCESS CONTROL PROCESS CONTROL Media Dissolved Ammonia as Effluent Mixed Return Act. Waste Act. TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS) Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons Tue 01 7.0 Wed 02 7.0 Thu 03 7.0 Fri 04 7.0 Sat 05 7.0 Sun 06 7.0 Mon 07 7.0 Tue 08 7.0 Wed 09 7.0 Thu 10 7.0 Fri 11 7.0 Sat 12 7.0 Sun 13 7.0 Mon 14 7.0 Tue 15 7.0 Wed 16 7.0 Thu 17 7.0 Fri 18 7.0 Sat 19 7.0 Sun 20 7.0 Mon 21 7.0 Tue 22 7.0 Wed 23 7.0 Thu 24 7.0 0.5 Fri 25 7.0 Sat 26 7.0 Sun 27 7.0 Mon 28 7.0 Tue 29 7.0 Wed 30 7.0 Thu 31 7.0 lbs/day lbs/day 0.000 lbs/day ----- End of picture text -----

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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant: NAME OF RECEIVING STREAM during month. a. Amount gallons a. Chlorine lbs. b. Solid Content % DATE STATION PARAMETERRESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content % c. soda Ash lbs. d. Disposal Site Superior Sanitation d. lbs. e. lbs. f. lbs. Amount of electrical power consumed Other Solid Waters: a. Commercial kilowatt hours a. Screening cubic feet b. Stand-by kilowatt hours b. Grit cubic feet c. Ashes tons Amount of fuel consumed d. a. Natural Gas cubic feet e. b. Oil gallons f. c. Gasoline gallons g. Disposal Site Private hauler d. Coal tons e. Digester Gas cubic feet f. Propane gallons Digester Gas Wasted cubic feet Labor expended: POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS Supervisor Chief Operator Operator Mechanic I hereby affirm under penality of perjury that information proided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Signature of Chief Operator or Designated Facility Representative ----- End of picture text -----

Referenced by

These other documents cite or incorporate this one:

  • 2023-08-14Sewer Department Monthly Report — August 2023
    Document A is a monthly administrative report from the Sewer Department; Document B is a technical wastewater facility operation report filed with NY DEC—different documents serving different slots (internal update vs. regulatory compliance filing), despite both addressing the same facility.
  • 2023-09-11Village Green Committee Monthly Report — August 2023
    Document A is a monthly committee report mentioning sewer operations in passing; Document B is a detailed technical wastewater facility operation report for the same month—separate artifacts serving different purposes (summary vs. regulatory compliance detail).
  • 2023-10-10Water Treatment Facilities Monthly Report — October 1, 2023
    Document A reports on water treatment facilities (potable water) while Document B reports on wastewater facilities—these are separate systems and separate board actions, not revisions of the same instrument.
  • 2023-10-10Village Green Committee Monthly Report — August 2023
    Document A is a monthly committee report summarizing multiple village departments' activities; Document B is a detailed wastewater facility operation report required by NY state permit—they are separate regulatory/reporting documents about related infrastructure, not revisions of the same instrument.

Recurring pattern

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