NYS DEC SPDES Operation Report — October 2025 (Facility 1)

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

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New York State Department of Environmental Conservation Division of Water

|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY L|FACILITY L|OCATION Red Hook, NY|OCATION Red Hook, NY||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |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|0.00||0.0220|||73.2|||7.35|7.35||<0.1||||| ||2|0.00||0.0266|||78.7|||7.99|7.99||<0.1||||| ||3|0.00||0.0354|||72.1|||7.58|7.58||<0.1||||| ||4|0.00||0.0224|||72.3|||7.61|7.61||<0.1||||| ||5|0.80||0.0293|||73.6|||7.38|7.38||<0.1||||| ||6|0.00||0.0334|||72.4|||7.56|7.56||<0.1||||| ||7|0.00||0.0283|||74.1|||7.46|7.46||<0.1||||| ||8|0.00||0.0400|||74.2|||7.39|7.39||<0.1||||| ||9|0.00||0.0275|||74.3|||7.50|7.50||<0.1||||| ||10|0.00||0.0349|||74.2|||7.40|7.40||<0.1||||| ||11|0.00||0.0267|||72.4|||7.50|7.50||<0.1||||| ||12|0.00||0.0283|||73.4|||7.70|7.70||<0.1||||| ||13|0.00||0.0305|||73.2|||7.70|7.70||<0.1||||| ||14|0.00||0.0251|||73.6|||7.80|7.80||<0.1||||| ||15|0.00||0.0333|||74.5|||7.60|7.60||<0.1||||| ||16|0.00||0.0266|||73.7|||7.60|7.60||<0.1||||| ||17|0.00||0.0325|||72.9|||7.60|7.60||<0.1||||| ||18|0.00||0.0289|||73.2|||7.50|7.50||<0.1|221|5.7|97|1.5| ||19|0.00||0.0320|||73.4|||7.60|7.60||<0.1||||| ||20|0.00||0.0381|||71.9|||7.70|7.70||<0.1||||| ||21|0.00||0.0262|||71.3|||7.60|7.60||<0.1||||| ||22|0.00||0.0399|||72.4|||7.70|7.70||<0.1||||| ||23|0.00||0.0318|||72|||7.60|7.60||<0.1||||| ||24|0.00||0.0251|||72|||7.60|7.60||<0.1||||| ||25|1.50||0.0290|||73.1|||7.50|7.50||<0.1||||| ||26|0.75||0.0391|||74.6|||7.60|7.60||<0.1|187|3.4|82|2.6| ||27|0.00||0.0285|||74.7|||7.60|7.60||<0.1||||| ||28|0.00||0.0224|||74.3|||7.70|7.70||<0.1||||| ||29|0.00||0.0347|||74|||7.70|7.70||<0.1||||| ||30|0.00||0.0242|||71.5|||7.60|7.60||<0.1||||| ||31||||||||||||||||| | Total | - | - | 0.030 | - | - | Influent | - | Minimum | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Max: | - | - | Effluent | - | Maximum | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 3.05 | - | - | 0.0400 | - | - | 79 | - | Minimum | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | - | - | Monthly | - | - | Monthly Maximum | - | Maximum | - | - | - | Maximum | - | - | - | - | | - | - | - | Average | - | - | - | - | 7.4 | - | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | - | - | 8.0 | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | - | ||||||||||||||0.0|201|4.4|88|2.1| |||||||||||||||%Rem.->|98|%Rem.->|98| |||||||||||||30 Day Average Quantity Loading (1)||1.24 lbs/day||0.60 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|Contact|Effluent|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|||||| ||7|||on|on|||||| ||8|||on|on|||||| ||9|||on|on|||||| ||10|||on|on|||||| ||11|||on|on|||||| ||12|||on|on|||||| ||13|||on|on|||||| ||14|||on|on|||||| ||15|||on|on|||||| ||16|||on|on|||||| ||17|||on|on|||||| ||18|||on|on||<1|||| ||19|||on|on|||||| ||20|||on|on|||||| ||21|||on|on|||||| ||22|||on|on|||||| ||23|||on|on|||||| ||24|||on|on|||||| ||25|||on|on|||||| ||26|||on|on||<1|||| ||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||<1 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 | - | - | - | - | - | - | - | 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|||||| ||||||7.9|||||||||||| ||||||7.2|||||||||||| ||||||7.9|||||||||||| ||||||8.7|||||||||||| ||||||8.2|||||||||||| ||||||7.0|||||||||||| ||||||7.6|||||||||||| ||||||7.6|||||||||||| ||||||7.2|||||||||||| ||||||7.0|||||||||||| ||||||8.1|||||||||||| ||||||8.0|||||||||||| ||||||8.4|||||||||||| ||||||8.2|||||||||||| ||||||7.1|||||||||||| ||||||7.4|||||||||||| ||||||11.7|||||||||||| ||||0.09||9.3|||||||||||| ||||||8.2|||||||||||| ||||||7.9|||||||||||| ||||||7.8|||||||||||| ||||||8.3|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||<0.05||8.7|||||||||||| ||||||8.2|||||||||||| ||||||8.3|||||||||||| ||||||8.4|||||||||||| ||||||9.2|||||||||||| |||||||||||||||||| |Min:|||0.1|||||||||||||| ||||||7.0|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| |||||||||||||||||| |||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

|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|

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Sludge removal from plant: a. amount 5000 b. solid content c. Volitile Solids Content d. Disposal Site: Superior Sanitation ----- End of picture text -----

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

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.

10/28/2025 Date

Signature of Chief Operator or Designated Facility Representative