SPEDES Permit Facility Form — Second Plant

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|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE FACILITY NAME NY-0271420 Village of Red Hook||||||FACILITY OWNER MONTH OF: March 2026 same||||||FACILITY L||OCATION Red Hook, NY|||| |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(°F)||pH(S.U.)||||Settleable Solids(mg/l)||C.B.O.D.5.(mg/l)||Suspended Solids(ml/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||0.010||53.6|62.06|7.61|7.61|7.85|7.85|4.0|<0.1||||| ||2|0.00||0.008||57.38|57.74|7.59|7.59|7.29|7.29|1|<0.1||||| ||3|0.00||0.007||54.14|61.7|7.57|7.57|7.22|7.22|<0.1|<0.1||||| ||4|0.00||0.010||52.3|53.2|7.67|7.67|7.84|7.84|15.0|<0.1||||| ||5|0.00||0.008||52.1|53.9|7.91|7.91|7.65|7.65|8.5|<0.1|201|5.2|276|6.4| ||6|0.00||0.008||52.7|53.06|7.77|7.77|7.48|7.48|12|<0.1||||| ||7|0.00||0.007||55.04|55.22|7.71|7.71|7.36|7.36|12|<0.1||||| ||8|0.00||0.009||55.1|56.1|7.69|7.69|7.67|7.67|<0.1|<0.1||||| ||9|0.00||0.003||56.48|56.66|7.24|7.24|7.32|7.32|24|<0.1||||| ||10|0.00||0.003||55.22|57.92|7.40|7.40|7.43|7.43|2|<0.1||||| ||11|0.00||0.004||57.2|59|7.63|7.63|7.73|7.73|8|<0.1||||| ||12|0.20||0.008||58.1|59.4|7.63|7.63|7.29|7.29|7|<0.1||||| ||13|0.00||0.010||57.2|68.46|7.32|7.32|7.27|7.27|11|<0.1||||| ||14|0.00||0.011||54.86|55.4|7.60|7.60|7.27|7.27|34|<0.1||||| ||15|0.00||0.008||51.09|54.3|7.66|7.66|7.70|7.70|14|<0.1||||| ||16|0.00||0.006||55.22|59.72|7.74|7.74|7.71|7.71|11|<0.1||||| ||17|0.00||0.009||56.48|59.9|7.44|7.44|7.52|7.52|2.5|<0.1||||| ||18|0.00||0.006||54.8|57.2|7.63|7.63|7.85|7.85|3|<0.1||||| ||19|0.00||0.005||52.1|52.8|7.70|7.70|7.54|7.54|2.0|<0.1|179|2.5|220.5|4.8| ||20|0.00||0.011||55.4|56.48|7.64|7.64|7.38|7.38|20|<0.1||||| ||21|0.00||0.006||56.48|56.12|7.53|7.53|7.30|7.30|25|<0.1||||| ||22|0.00||0.005||55.04|56.3|7.60|7.60|7.81|7.81|2|<0.1||||| ||23|0.00||0.009||56.84|58.1|7.46|7.46|7.28|7.28|14|<0.1||||| ||24|0.00||0.006||56.84|58.1|7.56|7.56|7.20|7.20|24|<0.1||||| ||25|0.00||0.005||55|59.1|7.39|7.39|7.67|7.67|2|<0.1||||| ||26|0.00||0.004||55.5|57.3|7.45|7.45|7.70|7.70|<0.1|<0.1||||| ||27|0.00||0.010||57.38|57.02|7.33|7.33|7.29|7.29|8|<0.1||||| ||28|0.00||0.007||54.8|61.7|7.30|7.30|7.34|7.34|2|<0.1||||| ||29|0.00||0.004||57.5|55.4|7.47|7.47|7.68|7.68|<0.1|<0.1||||| ||30|0.00||0.011||59.36|58.46|7.51|7.51|7.24|7.24|25|<0.1||||| ||31|0.00||0.009||59.9|61.16|7.31|7.31|7.17|7.17|56|<0.1||||| |||Total Precip. 0.20|0.007 Max: 0.011 Monthly Average|||Influent Effluent Monthly Maximum||Minimum Maximum Minimum Maximum Monthly||||Monthly Monthly Maximum Maximum||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)|| |||||||59.90|68.46|7.24|7.91|7.17|7.85|56.0|<0.1|192|4.1| 253| 5.7| |||||||||||||||%Rem.->|98|%Rem.->|98| |||||||||||||30 Day Average Quantity Loading (1)||0.22 lbs/day||0 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|CHIEF OPERTATOR'S NAME Leslie A Coon Jr|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent Type|Effluent Type|Contact|Effluent|Effluent MF or MPN/100ml||||| |||||Minimum|Maximum|||||| ||1|||69.5|100.0|||||| ||2|||32.6|100.0|||||| ||3|||34.7|100.0|||||| ||4|||64.0|100.0|||||| ||5|||71.0|100.0||<1|||| ||6|||46.2|100.0|||||| ||7|||41.5|100.0|||||| ||8|||47.0|100.0|||||| ||9|||37.8|100.0|||||| ||10|||39.6|100.0|||||| ||11|||93.4|100.0|||||| ||12|||54.6|100.0|||||| ||13|||51.4|100.0|||||| ||14|||44.3|100.0|||||| ||15|||61.7|100.0|||||| ||16|||60.1|100.0|||||| ||17|||33.3|100.0|||||| ||18|||48.6|100.0|||||| ||19|||62.0|100.0||<1|||| ||20|||41.0|100.0|||||| ||21|||41.0|100.0|||||| ||22|||55.0|100.0|||||| ||23|||50.9|100.0|||||| ||24|||29.6|100.0|||||| ||25|||45.2|100.0|||||| ||26|||48.0|100.0|||||| ||27|||27.6|100.0|||||| ||28|||26.0|100.0|||||| ||29|||37.0|100.0|||||| ||30|||21.5|100.0|||||| ||31|||21.3|100.0|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||<1 30 day geometric mean(1)||||| |||||213|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 | - | 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|||||| ||||||11.9|||||||||||| ||||||13.1|||||||||||| ||||||12.2|||||||||||| ||||||12.1|||||||||||| ||||0.3||11.7||2.6||19.50|||||||| ||||||11.1|||||||||||| ||||||10.7|||||||||||| ||||||10.4|||||||||||| ||||||10.1|||||||||||| ||||||10.2|||||||||||| ||||||10.1|||||||||||| ||||||11.4|||||||||||| ||||||9.6|||||||||||| ||||||10.3|||||||||||| ||||||10.3|||||||||||| ||||||9.9|||||||||||| ||||||10.6|||||||||||| ||||||12.9|||||||||||| ||||<0.1||11.6||3.84||21.03|||||||| ||||||11.0|||||||||||| ||||||10.2|||||||||||| ||||||10.2|||||||||||| ||||||9.9|||||||||||| ||||||10.7|||||||||||| ||||||11.4|||||||||||| ||||||11.1|||||||||||| ||||||9.8|||||||||||| ||||||10.2|||||||||||| ||||||11.6|||||||||||| ||||||10.4|||||||||||| ||||||10.0|||||||||||| |Min:||||||||||||||||| ||||||9.6|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||MAX:||||MAX:||Max:||||||||| ||||0.3||||3.84||21.03|||||||| |||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 | 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:

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

4/14/2026 Date