Village of Red Hook WWTP — May 2026

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|MONTH OF: May 2026|MONTH OF: May 2026|FACILITY OWNER same|FACILITY OWNER same|FACILITY OWNER same|FACILITY OWNER 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 (ml/l)||C.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||0.0299||60.1|60.3|6.77|6.77|6.97|6.97|90|<0.1||||| ||2|0.40||0.0304||59.72|60.44|6.42|6.42|7.03|7.03|55|<0.1||||| ||3|0.00||0.0302||57.74|59.9|6.37|6.37|7.04|7.04|70|<0.1||||| ||4|0.00||0.0308||60.08|60.98|6.49|6.49|7.04|7.04|30|<0.1||||| ||5|0.00||0.0250||62.96|63.5|6.56|6.56|7.02|7.02|25|<0.1||||| ||6|0.00||0.0279||67.6|62.4|6.59|6.59|6.96|6.96|1.5|<0.1||||| ||7|0.40||0.0327||60.8|64.6|6.42|6.42|7.00|7.00|44|<0.1|286|2.2|97|1.4| ||8|0.00||0.0294||62.8|61.5|6.81|6.81|7.25|7.25|35|<0.1||||| ||9|0.20||0.0334||59.5|61.2|6,53|6,53|6.99|6.99|5.5|<0.1||||| ||10|0.00||0.0307||61.52|62.7|6.43|6.43|7.31|7.31|21|<0.1||||| ||11|0.00||0.0322||61.1|62.6|6.54|6.54|7.15|7.15|5|<0.1||||| ||12|0.00||0.0329||60.4|61.7|6.43|6.43|6.95|6.95|13|<0.1||||| ||13|0.00||0.0320||62.1|61.5|6.48|6.48|6.99|6.99|12|<0.1||||| ||14|0.10||0.0348||63.3|66.2|6.47|6.47|6.92|6.92|8|<0.1||||| ||15|0.00||0.0333||62.2|62.2|6.50|6.50|6.94|6.94|24|<0.1||||| ||16|0.00||0.0324||64.6|62.4|6.30|6.30|6.90|6.90|24|<0.1||||| ||17|0.00||0.0308||68.54|66.9|6.30|6.30|6.98|6.98|36|<0.1||||| ||18|0.00||0.0293||66.74|64.4|6.34|6.34|7.00|7.00|3|<0.1||||| ||19|0.00||0.0267||72.14|65.66|6.48|6.48|6.97|6.97|<0.1|<0.1||||| ||20|0.00||0.0282||75.4|66|6.52|6.52|6.87|6.87|10|<0.1||||| ||21|0.00||0.0316||67.1|66|6.49|6.49|6.93|6.93|25|<0.1|424|<2.0|91|2.1| ||22|0.00||0.0295||64|64.9|6.60|6.60|6.94|6.94|7|<0.1||||| ||23|0.00||0.0308||62.78|65.12|6.21|6.21|6.95|6.95|3|<0.1||||| ||24|0.50||0.0305||63.32|64.94|6.32|6.32|7.11|7.11|5|<0.1||||| ||25|0.30||0.0316||64.22|65.66|6.44|6.44|7.01|7.01|5|<0.1||||| ||26|0.00||0.0288||64.76|66.02|6.46|6.46|6.90|6.90|3|<0.1||||| ||27|0.00||0.0329||70.2|66.7|6.40|6.40|6.79|6.79|12|<0.1||||| ||28|0.00||0.0244||68.4|66.9|6.47|6.47|6.79|6.79|2.5|<0.1||||| ||29|0.00||0.0271||63.7|66.6|6.34|6.34|6.80|6.80|.7|<0.1||||| ||30|0.00||0.0274||64.22|66.02|6.63|6.63|7.00|7.00|13|<0.1||||| ||31|0.00||0.0280||64.76|65.48|6.55|6.55|6.96|6.96|5|<0.1||||| |||Total Precip. 1.90|0.030186 Max: 0.034793 Monthly Average|||Influent Effluent Monthly Maximum||Minimum Maximum Minimum Maximum Monthly||||Monthly Monthly Maximum Maximum 90.0 <0.1||inf.(mg/l) eff.(mg/l) 31 day MAX||inf.(mg/l) eff.(mg/l) 31 day MAX|| |||||||75.4|66.9|6.21|6.81|6.79|7.31||<0.1|424|2.2|97|2.1| |||||||||||||||Min%Rem.->|99|Min %Rem.->|98| |||||||||||||31 Day Max Quantity Loading (1)||0.60 lbs/day||0.55 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 Temperature is measured more than once a day, report the average for the day

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||<1|||| ||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|||||| ||19|||ON|ON|||||| ||20|||ON|ON|||||| ||21|||ON|ON||<1|||| ||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|||ON|ON|||||| |||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 | - | 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|||||| ||||||8.5|||||||||||| ||||||7.8|||||||||||| ||||||8.2|||||||||||| ||||||8.1|||||||||||| ||||||8.3|||||||||||| ||||||8.8|||||||||||| ||||0.152||8.3||2.50||14.55|||||||| ||||||8.4|||||||||||| ||||||8.1|||||||||||| ||||||8.3|||||||||||| ||||||8.1|||||||||||| ||||||8.7|||||||||||| ||||||8.3|||||||||||| ||||||8.2|||||||||||| ||||||7.8|||||||||||| ||||||8.3|||||||||||| ||||||8.1|||||||||||| ||||||8.5|||||||||||| ||||||8.6|||||||||||| ||||||8.4|||||||||||| ||||0.196||8.6||2.44||<13.98|||||||| ||||||8.1|||||||||||| ||||||7.9|||||||||||| ||||||8.1|||||||||||| ||||||7.9|||||||||||| ||||||8.3|||||||||||| ||||||7.8|||||||||||| ||||||7.7|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| ||||||7.7|||||||||||| |||||MIN:||MAX||MAX||||||||| ||||||7.6||2.55||14.55|||||||| |||||||||||||||||| |30 Day MAX|||0.196|||||||||||||| |||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 #REF! b. solid content c. Volitile Solids Content d. Disposal Site: Superior Sanitation ----- End of picture text -----

Other Solid Wastes:

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a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site ----- End of picture text -----

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.

Signature of Chief Operator or Designated Facility Representative

Date