Red Hook WatchIndependent Community Resource

NYS DEC SPDES Monthly Operation Report — November 2025 (Facility 1)

1 versions2025-11-01attached document

Document

92-15-7 (11/95)-- 27c

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New York State Department of Environmental Conservation Division of Water

| SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | SPEDES PRMIT NO. | FACILITY L | FACILITY L | OCATION | OCATION | | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | FACILITY OWNER | - | - | Red Hook, NY | Red Hook, NY | | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: November 2025 | - | - | - | - | | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | NY-0271420 | - | - | - | - | | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | Village of Red Hook | - | - | - | - | | same | same | same | same | same | same | same | same | same | same | same | same | - | - | - | - | | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | - | - | - | - | |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE (°F)||pH (S.U.)||||Settleable Solids (mg/l)||B.O.D.5. (mg/l)||Suspended Solids(mg/l)|| ||||Inst.Max. MGD|Dly Average. MGD|Inst.Min. MGD|Influent (2)|Effluent (2)|Influent Minimum|Influent Maximum|Effluent Minimum|Effluent Maximum|Influent Maximum|Effluent Maximum|Influent Type|Effluent Type|Influent Type|Effluent Type| ||1|||41204|||61.7|||7.40|7.40||<0.01||||| ||2|||25252|||63.8|||7.50|7.50||<0.01||||| ||3|||32874|||64.4|||7.70|7.70||<0.01||||| ||4|||38604|||66.2|||7.00|7.00||<0.01||||| ||5|||25711|||64|||7.00|7.00||<0.01||||| ||6|||32272|||65.2|||7.00|7.00||<0.01||||| ||7|||35306|||63.1|||6.98|6.98||<0.01|||67.7|0.6| ||8|||36199|||65.2|||6.48|6.48||<0.01||||| ||9|||24616|||64|||7.30|7.30||<0.01||||| ||10|||27826|||67.6|||7.10|7.10||<0.01||||| ||11|||16242|||64.9|||7.30|7.30||<0.01||||| ||12|||34771|||62|||7.40|7.40||<0.01||||| ||13|||27804|||61.7|||7.36|7.36||<0.01||||| ||14|||41106|||59.5|||7.33|7.33||<0.01||||| ||15|||34535|||61.3|||7.42|7.42||<0.01||||| ||16|||33142|||61|||7.40|7.40||<0.01||||| ||17|||26976|||63|||7.40|7.40||<0.01||||| ||18|||34042|||61|||7.40|7.40||<0.01||||| ||19|||30820|||60.1|||7.43|7.43||<0.01||||| ||20|||0.0401|||54.5|||7.32|7.32||<0.01|200|<2|93|0.9| ||21|||36113|||61.9|||7.37|7.37||<0.01||||| ||22|||44274|||61|||7.35|7.35||<0.01||||| ||23|||29969|||61.5|||7.20|7.20||<0.01||||| ||24|||32470|||61.7|||7.30|7.30||<0.01||||| ||25|||32356|||60|||7.20|7.20||<0.01||||| ||26|||41872|||61|||7.20|7.20||<0.01||||| ||27|||39188|||61.5|||7.30|7.30||<0.01||||| ||28|||36603|||62|||7.30|7.30||<0.01||||| ||29|||34936|||62.8|||7.20|7.20||<0.01||||| ||30|||21723|||62.8|||7.20|7.20||<0.01||||| ||31||||||||||||||||| | Total | - | - | Influent | - | - | - | - | - | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Effluent | - | - | - | - | - | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | - | - | - | Minimum | - | - | - | - | - | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | - | - | Maximum | - | - | - | - | - | - | - | - | Maximum | - | - | - | - | | - | - | - | Minimum | - | - | - | - | - | - | - | - | <0.1 | - | - | - | - | | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 32964 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 67.6 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 6.5 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 7.7 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Max: | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 44274 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||||||||||<0.1|200|2.0|93|0.9| |||||||||||||||%Rem.->|99|%Rem.->|99| |||||||||||||30 Day Average Quantity Loading (1)||0.67 lbs/day||0.30 lbs/day||

(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc

(2) If Tem

NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab

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|FACILI|TY MAIL|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|TELEPHONE NUMBER|TELEPHONE NUMBER|TELEPHONE NUMBER|Leslie A Coon Jr CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS Enter any other comments, observations, operating problems, equipment failures, etc.||| |||Influent Type|Effluent Type|||Effluent MF or MPN/100ml||||| |||||Minimum|Maximum|||||| ||1|||ON|ON|||||| ||2|||ON|ON|||||| ||3|||ON|ON|||||| ||4|||ON|ON|||||| ||5|||ON|ON|||||| ||6|||ON|ON||5|||| ||7|||ON|ON|||||| ||8|||ON|ON|||||| ||9|||ON|ON|||||| ||10|||ON|ON|||||| ||11|||ON|ON|||||| ||12|||ON|ON|||||| ||13|||ON|ON|||||| ||14|||ON|ON|||Odor complaint on Smith st. Unfounded at time of investigation, second call found air filter belt broken at plant replaced.||| ||15|||ON|ON|||||| ||16|||ON|ON|||||| ||17|||ON|ON|||||| ||18|||ON|ON|||||| ||19|||ON|ON|||||| ||20|||ON|ON||1|||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||||| ||24|||ON|ON|||||| ||25|||ON|ON|||||| ||26|||ON|ON|||||| ||27|||ON|ON|||||| ||28|||ON|ON|||||| ||29|||ON|ON|||||| ||30|||ON|ON|||||| ||31|||||||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||2.2 30 day geometric mean(1)||||| |||||ON|ON|||||| |||||||||||| |||lbs/day|||||||||

(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc

NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab

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|||||||||||Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Day | Date | Influent | - | Influent | - | Influent | - | Influent | - | Recirculation | Media effluent | Mixed Liquor | - | - | Return Act. | | - | 1 | Effluent | - | Effluent | - | Effluent | - | Effluent | - | Rate | settleable solids | S.S. (MLSS) | - | - | Waste Act. | | - | 2 | NH3 as N | - | DO | - | TKN | - | UOD | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||8.7|||||||||||| ||||||8.6|||||||||||| ||||||8.2|||||||||||| ||||||9.5|||||||||||| ||||||9.0|||||||||||| ||||0.100||9.1|||||||||||| ||||||9.3|||||||||||| ||||||8.9|||||||||||| ||||||8.6|||||||||||| ||||||9.2|||||||||||| ||||||8.3|||||||||||| ||||||8.2|||||||||||| ||||||8.9|||||||||||| ||||||9.2|||||||||||| ||||||9.4|||||||||||| ||||||9.2|||||||||||| ||||||9.2|||||||||||| ||||||9.6|||||||||||| ||||||9.3|||||||||||| ||||||10.9||3.09||16.91|||||||| ||||||9.4|||||||||||| ||||||9.4|||||||||||| ||||||8.7|||||||||||| ||||||7.9|||||||||||| ||||||9.8|||||||||||| ||||||9.4|||||||||||| ||||||9.2|||||||||||| ||||||8.9|||||||||||| ||||||8.7|||||||||||| ||||||8.5|||||||||||| |||||||||||||||||| |Min:||||||||||||||||| ||||||7.9||3.09||16.91|||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| ||||0.1|||||||||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

  • (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc

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Effect on Receiving Stream

Effect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving Stream
Name of Receiving Stream
Shanty Hollow Creek
Date
Station
Parameter
Result

|Name and am during month: a.|ount of chemicals used in treatment process gallons| |---|---| |b.|gallons| |c.|Gallons| |d.|lbs.| |e.|Gallons| |f.|Gallons| | Amount of ece | ctrical power consumed: | | a. Commercial | kilowatt hours | | b. Stand-by | - | | Amount of fuel | - | | a. Natural Gas | - | | b. Oil | - | | c. Gasoline | - | | d. Coal. | - | | e. Digester Ga | - | | f. propane | - | ||kilowatt hours| ||consumed: cubic feet| ||gallons| ||gallons| ||tons| ||s cubic feet| ||gallons|

Sludge removal from plant:

a. amount b. solid content c. Volitile Solids Content d. Disposal Site: Superior Sanitation

Other Solid Wastes:

a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site

Digester Gas Wasted

Labor expended:

TRUCKED WASTE RECEIVED THIS MONTH

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1- Septage, holding tank waste and portable toilet waste Total Max day ----- End of picture text -----

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Volume (Gal.) 2- All other wastes ----- End of picture text -----

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Max day ----- End of picture text -----

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Total ----- End of picture text -----

  • 3- Number of Part 364 haulers currently approved to transport wastes to this POTW

a.Septage,etc

b. All others

Labor expended:
POSITION NAMENUMBER FULL TIMENUMBER PART TIMETOTAL HOURS
Operator120120
Supervisor6060

I hereby affirm under penalty of perjury that information provided 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.

Leslie A Coon Jr.

12/26/2025 Date

Signature of Chief Operator or Designated Facility Representative

Changes between versions

2025-10-062025-10-06
clerical+00

No substantive changes were made to the September 2025 Sewer Department Report.

Show red-line diff
## Village of Red Hook SEWER DEPARTMENT REPORT September 2025 We had an operational meeting on Sept. 10 & 25 where we reviewed sewer operations. H2O’s software platform, Waterly, is now up and running for the Village of Red Hook. This will enable the team to have ready access to all of the testing data in real time. We discussed a list of equipment and supplies needed for the Sewer plant. Karen will review and authorize these purchases. At the “old plant”, Plant 1B, a pump has been installed in the EQ tank to allow for better management of the flow. Now that the biology or “bugs” are growing well, there is a need to maintain the right amount which means sometimes an excess needs to be “wasted”. With the added pump in the EQ tank, that will allow for wasting to occur. The West side aeration tank is waiting for a valve replacement so that the return activated sludge can function on this side. This valve replacement is scheduled for the week of 9/29. The East side is currently handling all the flow. Some adjustment to the floats in the sand filter is needed. The new plant, Plant 1A, the plant is operating smoothly. It functions best when it has consistent, steady flow through the plant. Wasting of the biology or “bugs” needs some adjustment and the sand filter floats also need some adjustments. H2O did discover that our BOD testing, since June, has not been in compliance. The test required changes seasonally so from June to Oct, a different test is required. This change was made due to human error. H2O contacted DEC and has reported our non-compliance. Everything else has been in compliance. While the other test results would indicate that the BOD test should have been in compliance, there is not a calculation that can confirm that. There was a significant toilet leak in one of the apartment buildings on the sewer system. Fortunately the water meter for that building had been changed to a cell meter so the location was isolated quickly. All the extra water flowed into the system to the WWTP which caused the extra EQ to fill up. This reiterates the need for the expanded EQ tank capacity to allow for disruptions in the system. We reviewed the proposed alarm system from Vector and the team determined that we could set up our own system with notification via cell service that would function just as well and would be less expensive. Next steps to be discussed at our next meeting. We received no odor complaints that tied to the WWTP in the month of September. The last WWTP odor complaint we have received was in early May. Rural water is scheduled to meet with the Sewer team in mid-November to help the team begin developing an asset management plan.

References

This document cites or incorporates the following separate documents:

  • 2025-11-13EPA Discharge Monitoring Report (DMR)
    Two separate regulatory reports on the same facility discharge activity; one is a state monthly operation report and the other is a federal EPA discharge monitoring report—different instruments, different agencies, different slots.

Referenced by

These other documents cite or incorporate this one:

Recurring pattern

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