Facility 1 — August 2025

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

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New York State Department of Environmental Conservation Division of Water

|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|92-15-7 (11/95)-- 27c New York State|Department of Environmental Conserva Division of Water|Department of Environmental Conserva Division of Water|Department of Environmental Conserva Division of Water|tion|tion|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO. FACILITY WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 FACILITY NAME NY-0271420 Village of Red Hook|||||||||OWNER same|||FACILITY L||OCATION Red Hook, NY|||| |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(°F)|||pH(S.U.)|||Settleable Solids(ml/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|2.60||0.002||75|75.9|7.56|7.56|7.98|7.98|25.0|<0.1||||| ||2|0.00||0.007||73|70.5|7.57|7.57|8.31|8.31|32|<0.1||||| ||3|0.00||0.002||73.1|71.2|7.59|7.59|8.40|8.40|38|<0.1||||| ||4|0.00||0.007||3|72.4|7.54|7.54|8.37|8.37|39|<0.1||||| ||5|0.00||0.004||74.2|73.9|7.61|7.61|8.10|8.10|30|<0.1||||| ||6|0.00||0.007||78.1|73.1|7.52|7.52|8.02|8.02|30|<0.1||||| ||7|0.00||0.006||76.2|72.4|7.41|7.41|8.30|8.30|21|<0.1||||| ||8|0.00||0.003||74.3|72.1|7.25|7.25|7.90|7.90|27|<0.1||||| ||9|0.00||0.006||69.8|70.7|7.70|7.70|8.40|8.40|28|<0.1||||| ||10|0.00||0.006||69.4|70|7.71|7.71|8.00|8.00|35|<0.1||||| ||11|0.00||0.006||69|71.3|7.52|7.52|7.80|7.80|30|<0.1||||| ||12|0.00||0.002||68.7|71.9|7.41|7.41|7.40|7.40|30|<0.1||||| ||13|0.50||0.007||68.9|71.4|7.48|7.48|7.68|7.68|47|<0.1|||119|7.8| ||14|0.00||0.005||67.1|71.8|7.82|7.82|7.49|7.49|43|<0.1||||| ||15|0.00||0.008||68.4|71.3|7.61|7.61|7.78|7.78|41|<0.1||||| ||16|0.00||0.003|||80.2|||8.30|8.30||<0.1||||| ||17|0.00||0.005|||78.4|||8.00|8.00||<0.1||||| ||18|0.00||0.006||68|78.7|7.68|7.68|7.86|7.86|42|<0.1||||| ||19|0.00||0.004||67.4|71.2|||8.27|8.27|40|<0.1||||| ||20|0.30||0.004||73.5|73.8|7.59|7.59|8.31|8.31|22|<0.1||||| ||21|0.70||0.011||76.5|74.9|7.63|7.63|8.26|8.26|27|<0.1||||| ||22|0.00||0.008|||76.8|||7.38|7.38|38|<0.1||||| ||23|0.00||0.006||76.2|75.3|||7.43|7.43|35|<0.1||||| ||24|0.00||0.005||76.5|74.8|||8.37|8.37|39|<0.1||||| ||25|0.00||0.007||76.3|75.2|7.91|7.91|8.16|8.16|30|<0.1||||| ||26|0.00||0.002||76.9|74|||8.17|8.17|35|<0.1||||| ||27|0.00||0.008||72.9|73|7.65|7.65|8.31|8.31|125|<0.1||||| ||28|0.00||0.013||73.3|72.4|7.23|7.23|7.99|7.99|85|<0.1|||630|8.0| ||29|0.00||0.005||73|72.7|7.57|7.57|8.04|8.04|10|<0.1||||| ||30|0.00||0.005||72.5|71.1|7.85|7.85|8.00|8.00|22|<0.1||||| ||31|0.00||0.007||71|68.9|7.63|7.63|7.97|7.97|30|<0.1||||| | Total | 0.006 | - | - | Influent | - | Minimum | Maximum | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | Max: | - | - | Effluent | - | 7.2 | Minimum | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 4.10 | 0.013 | - | - | 78 | - | - | Maximum | - | - | Maximum | - | Daily Max | - | Daily Max | | - | Monthly | - | - | 80 | - | - | 7.9 | - | - | Maximum | - | - | - | - | | - | Average | - | - | Monthly Maximum | - | - | 7.4 | - | - | 125.0 | - | - | - | - | | - | - | - | - | - | - | - | 8.4 | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | ||||||||||||||0.0||| 630| 8.0| |||||||||||||||%Rem.->||%Rem.->|99| |||||||||||||30 Day Average QuantityLoading (1)||lbs/day||0.88 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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|FACIL|ITY MAIL|ING ADDRESS (Street, City, Zip Red Hook, NY 1257|ING ADDRESS (Street, City, Zip Red Hook, NY 1257|Code) 1|Code) 1|TELEPHONE NUMBER|TELEPHONE NUMBER|TELEPHONE NUMBER|Leslie A Coon Jr CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHOR|US(mg/l)|Ultraviolet||FECALCOLIFORM||REMARKS Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent Type|Effluent Type|Bank|Bank|Effluent MF or MPN/100ml||||| |||||1|2|||||| ||1|||15.7|100.0|||||| ||2|||0.9|100.0|||||| ||3|||0.8|100.0|||||| ||4|||0.0|100.0|||||| ||5|||0.0|100.0|||||| ||6|||0.0|100.0|||||| ||7|||0.0|100.0|||||| ||8|||12.6|100.0|||||| ||9|||12.0|100.0|||||| ||10|||19.9|100.0|||||| ||11|||15.9|100.0|||||| ||12|||15.1|100.0|||||| ||13|||20.3|100.0||10|||| ||14|||20.7|100.0|||||| ||15|||14.6|100.0|||||| ||16|||||||||| ||17|||19.7|100.0|||||| ||18|||11.7|100.0|||||| ||19|||12.8|100.0|||||| ||20|||12.4|100.0|||||| ||21|||20.5|100.0|||||| ||22|||13.7|100.0|||||| ||23|||12.7|100.0|||||| ||24|||12.9|100.0|||||| ||25|||12.3|100.0|||Odor complaint called in, Post investigation the source was a contractor laying fresh asphalt||| ||26|||13.2|100.0|||||| ||27|||21.4|100.0|||||| ||28|||61.5|100.0||<10|||| ||29|||63.6|100.0|||||| ||30|||53.7|100.0|||||| ||31|||70.2|88.2|||||| |||Influent mg/l 30 day flow-weighte|Effluent mg/l d avg mean(1)|Minimum(1) Maximum(1) Monthly||<10 30 day geometric mean(1)||||| |||||00|1000|||||| |||||.|.|||||| |||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|||||| ||||||7.6|||||||||||| ||||||8.1|||||||||||| ||||||8.0|||||||||||| ||||||9.0|||||||||||| ||||||8.2|||||||||||| ||||||8.9|||||||||||| ||||||8.7|||||||||||| ||||||8.3|||||||||||| ||||||7.9|||||||||||| ||||||8.2|||||||||||| ||||||8.2|||||||||||| ||||||8.0|||||||||||| ||||<0.05||8.3|||||||||||| ||||||8.7|||||||||||| ||||||8.3|||||||||||| ||||||7.9|||||||||||| ||||||7.7|||||||||||| ||||||7.3|||||||||||| ||||||7.0|||||||||||| ||||||7.8|||||||||||| ||||||7.2|||||||||||| ||||||7.8|||||||||||| ||||||7.6|||||||||||| ||||||7.3|||||||||||| ||||||7.6|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||0.149||7.6|||||||||||| ||||||8.3|||||||||||| ||||||8.4|||||||||||| ||||||8.2|||||||||||| |||MAX:||MIN:||||||||||||| ||||0.149||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

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 -----

• Volume (Gal.) 2- All other wastes

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

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

• a.Septage,etc

• b. All others

|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 | - | | b. Stand-by | kilowatt hours | | 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:

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

9/24/2025 Date