WWTP Discharge Monitoring Report and Noncompliance Report — August 2025

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WWTP Discharge Monitoring Report and Noncompliance Report — August 2025
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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 | | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | - | - | - | - | | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 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 | - | - | - | - | |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||0.0314|||75.6|||7.71|7.71||<0.1||||| ||2|0.00||0.0354|||72.5|||7.48|7.48||<0.1||||| ||3|0.00||0.0290|||71.8|||7.31|7.31||<0.1||||| ||4|0.00||0.0430|||71.9|||7.41|7.41||<0.1||||| ||5|0.00||0.0256|||72|||7.71|7.71||<0.1||||| ||6|0.00||0.0450|||71|||7.48|7.48||<0.1||||| ||7|0.00||0.0366|||73|||7.67|7.67||<0.1||||| ||8|0.00||0.0248|||72.8|||7.50|7.50||<0.1||||| ||9|0.00||0.0379|||75.9|||7.80|7.80||<0.1||||| ||10|0.00||0.0310|||75.8|||7.40|7.40||<0.1||||| ||11|0.00||0.0286|||77.2|||7.50|7.50||<0.1||||| ||12|0.00||0.0316|||76.4|||7.20|7.20||<0.1||||| ||13|0.50||0.0311|||76.2|||7.37|7.37||<0.1|||64|1.4| ||14|0.00||0.0288|||76.1|||7.54|7.54||<0.1||||| ||15|0.00||0.0438|||76|||7.59|7.59||<0.1||||| ||16|0.00||0.0178|||77.5|||8.10|8.10||<0.1||||| ||17|0.00||0.0346|||77.8|||7.70|7.70||<0.1||||| ||18|0.00||0.0263|||77.1|||7.62|7.62||<0.1||||| ||19|0.00||0.0236|||72.4|||7.68|7.68||<0.1||||| ||20|0.30||0.0378|||73.4|||7.65|7.65||<0.1||||| ||21|0.70||0.0384|||75.5|||7.77|7.77||<0.1||||| ||22|0.00||0.0278|||76.4|||7.50|7.50||<0.1||||| ||23|0.00||0.0300|||76|||7.51|7.51||<0.1||||| ||24|0.00||0.0176|||75.9|||7.57|7.57||<0.1||||| ||25|0.00||0.0334|||73.8|||7.78|7.78||<0.1||||| ||26|0.00||0.0263|||75.2|||7.78|7.78||<0.1||||| ||27|0.00||0.0355|||72.1|||7.74|7.74||<0.1||||| ||28|0.00||0.0252|||73|||7.34|7.34||<0.1|||53|1.9| ||29|0.00||0.0206|||73.9|||7.46|7.46||<0.1||||| ||30|0.00||0.0247|||72.4|||7.49|7.49||<0.1||||| ||31|0.00||0.0365|||72|||7.50|7.50||<0.1||||| | Total | - | - | Influent | - | - | - | - | - | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Effluent | - | - | - | - | - | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 4.10 | - | - | Minimum | - | - | - | - | - | - | - | - | Maximum | - | Daily Max | - | Daily Max | | - | - | - | Maximum | - | - | - | - | - | - | - | - | Maximum | - | - | - | - | | - | - | - | Minimum | - | - | - | - | - | - | - | - | 0.0 | - | - | - | - | | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.031 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 77.8 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 7.2 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 8.1 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Max: | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.0450 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||||||||||0.0|||53|1.9| |||||||||||||||%Rem.->||%Rem.->|96| |||||||||||||30 Day Average Quantity Loading (1)||lbs/day||0.49 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|||||| ||8|||ON|ON|||||| ||9|||ON|ON|||||| ||10|||ON|ON|||||| ||11|||ON|ON|||||| ||12|||ON|ON|||||| ||13|||ON|ON||<10|||| ||14|||ON|ON|||||| ||15|||ON|ON|||||| ||16|||ON|ON|||||| ||17|||ON|ON|||||| ||18|||ON|ON|||||| ||19|||ON|ON|||||| ||20|||ON|ON|||||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||||| ||24|||ON|ON|||||| ||25|||ON|ON|||Odor complaint called in, Post investigation the source was a contractor laying fresh asphalt||| ||26|||ON|ON|||||| ||27|||ON|ON|||||| ||28|||ON|ON||<10|||| ||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) ON ON Monthly||<10 30 day geometric mean(1)||||| ||||Effluent mg/l|Minimum(1) 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|||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.8|||||||||||| ||||||7.0|||||||||||| ||||||8.4|||||||||||| ||||||8.1|||||||||||| ||||||8.7|||||||||||| ||||||8.1|||||||||||| ||||||7.9|||||||||||| ||||||7.7|||||||||||| ||||||7.3|||||||||||| ||||||7.0|||||||||||| ||||0.096||7.0|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.8|||||||||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.3|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||||7.6|||||||||||| ||||||7.8|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| ||||0.055||8.1|||||||||||| ||||||8.2|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| |||MAX:||MIN:||||||||||||| ||||0.096||7.0|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

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Effect on Receiving Stream

Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect 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|

==> picture [188 x 47] intentionally omitted <==

----- Start of picture text -----

Sludge removal from plant: a. amount 10000 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

==> picture [178 x 26] intentionally omitted <==

----- Start of picture text -----

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

==> picture [65 x 15] intentionally omitted <==

----- Start of picture text -----

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

==> picture [16 x 4] intentionally omitted <==

----- Start of picture text -----

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

==> picture [9 x 4] intentionally omitted <==

----- Start of picture text -----

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 NAME	NUMBER FULL TIME	NUMBER PART TIME	TOTAL HOURS
Operator	62		62
Chief Operator	31		31

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

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||

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

Page 2 of 4

|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|||||||||

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

Page 3 of 4

|||||||||||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|||||||||

Page 4 of 4

Effect on Receiving Stream

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

TRUCKED WASTE RECEIVED THIS MONTH

==> picture [164 x 19] intentionally omitted <==

----- Start of picture text -----

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

Volume (Gal.) 2- All other wastes

==> picture [111 x 5] intentionally omitted <==

----- Start of picture text -----

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:

Labor expended:

POSITION NAME	NUMBER FULL TIME	NUMBER PART TIME	TOTAL HOURS
Operator	62		62
Chief Operator	31		31

Leslie A Coon Jr.

Signature of Chief Operator or Designated Facility Representative

9/24/2025 Date

SECTION 1 New York State Department of Enviromental Conservation Division of Water Report Noncompliance Event To: DEC Water Contact Report Type: X Permit Violation Order Violation Anticipated Noncompliance Bypass/Overflow SECTION 2 SPDES #:NY-0271420 Facility: Village of Red Hook Date of noncompliance: 8/1/2025 Location (Outfall, Treatment Unit, or Pump Station): Outfall Description of noncompliance(s) and cause(s): Throughout the month the temp exceeded SPEDS limits due to no process to cool water Facility failed to sample BOD, lbs p/day, % Removal due to human error with the change in seasonal sampling protocol Has event ceased? No If so, when? Was event due to plant upset? No SPDES limits violation YES Start date, time of event: , (AM)(PM) End date, time of event: (AM)(PM) Date email notification made to DEC? , (AM)(PM) DEC Official contacted: Immediate corrective actions: uncontrollable variable Sampled for BOD in September Preventive (long term) corrective actions: SECTION 3 Complete this section if event was a bypass: Bypass amount: Was proir DEC authorization received for this event? (Yes)(No) DEC Official contacted: Date of DEC approval: Describe event in "Description of noncompliance and cause" area in Section 2. Detail the start and end dates and times in Section 2 also. Forms by EnviroWin (312-244-1900) SECTION 4 Facility Representative Leslie A Coon Jr Title: Sr. Area Manager Date: 9/24/2025 Phone #: 845-544-3151 Fax #:

Facility Representative 3506-101 (12/93)

Form Approved OMB No. 2040-0004 expires on 07/31/2026

DMR Copy of Record

EPA may make all the information submitted through this form (including all attachments) available to the public without further notice to you. Do not use this online form to submit personal information (e.g., non-business cell phone number or non-business email address), confidential business information (CBI), or if you intend to assert a CBI claim on any of the submitted information. Pursuant to 40 CFR 2.203(a), EPA is providing you with notice that all CBI claims must be asserted at the time of submission. EPA cannot accommodate a late CBI claim to cover previously submitted information because efforts to protect the information are not administratively practicable since it may already be disclosed to the public. Although we do not foresee a need for persons to assert a claim of CBI based on the types of information requested in this form, if persons wish to assert a CBI claim we direct submitters to contact the NPDES eReporting Help Desk for further guidance. Please note that EPA may contact you after you submit this report for more information.

This collection of information is approved by OMB under the Paperwork Reduction Act, 44 U.S.C. 3501 et seq. (OMB Control No. 2040-0004). Responses to this collection of information are mandatory in accordance with this permit and EPA NPDES regulations 40 CFR 122.41(l)(4)(i). An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a currently valid OMB control number. The public reporting and recordkeeping burden for this collection of information are estimated to average 2 hours per outfall. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the Regulatory Support Division Director, U.S. Environmental Protection Agency (2821T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address.

*Permit*	*Permit*	*Permit*	*Permit*
Permit #:	-	-	-	-	-	Permittee:	-	-	-	VILLAGE OF RED HOOK	-	-	-	-	Facility:
NY0271420	-	-	-	-	-	Permittee Address:	-	-	-	7467 SOUTH BROADWAY	-	-	-	-	VILLAGE OF REDHOOK WWTP
Major:	-	-	-	-	-	Discharge:	-	-	-	RED HOOK, NY 12571	-	-	-	-	Facility Location:
No	-	-	-	-	-	-	-	-	-	01A-M	-	-	-	-	US ROUTE 9
Permitted Feature:	-	-	-	-	-	-	-	-	-	INTERNAL OUTFALL	-	-	-	-	RED HOOK, NY 12571
01A	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-
Internal Outfall	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-
*Report Dates & Status*
Monitoring Period:
From 08/01/25 to 08/31/25						DMR Due Date:				09/28/25						Status:
NetDMR Validated
*Considerations for Form Completion*

*Principal Executive Officer*
First Name:
Karen
Last Name:
Smythe						Title:				Mayor					Telephone:
845-758-1081
*No Data Indicator (NODI)*
Form NODI:
--
	Parameter	Monitoring Location	Season
#	Param.
NODI			Quantity or Loading								Quality or Concentration			# of Ex.	Frequency of Analysis
Sample Type
Code	Name					Qualifier
1	Value 1	Qualifier
2	Value 2
Units	Qualifier
1	Value 1	Qualifier 2
Value 2	Qualifier 3
Value 3	Units
X
00011	Temperature, water deg. fahrenheit	1 - Effluent
Gross	0	--	Sample										=	77.8	15 - degF	1	01/01 - Daily	GR - Grab
					Permit
Req.										<=	70.0 DAILY MX	15 - deg F		01/01 - Daily	GR - Grab
					Value NODI
00300	Oxygen, dissolved [DO]	1 - Effluent
Gross	0	--	Sample						=	7.0					19 - mg/L		01/01 - Daily	GR - Grab
					Permit
Req.						>=	7.0 DAILY MN					19 - mg/L		01/01 - Daily	GR - Grab
					Value NODI
X
00310	BOD, 5-day, 20 deg. C	1 - Effluent
Gross	0	--	Sample
					Permit
Req.										<=	5.0 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI											E - Failed to Sample/Required Analysis Not
Conducted
00400	pH	1 - Effluent
Gross	0	--	Sample						=	7.2			=	8.1	12 - SU		01/01 - Daily	GR - Grab
					Permit
Req.						>=	6.5 MINIMUM			<=	8.5 MAXIMUM	12 - SU		01/01 - Daily	GR - Grab
					Value NODI
00530	Solids, total suspended	1 - Effluent
Gross	0	--	Sample										=	1.4	19 - mg/L		01/30 - Monthly	GR - Grab
					Permit
Req.										<=	10.0 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI
00545	Solids, settleable	1 - Effluent
Gross	0	--	Sample										<	0.1	25 - mL/L		01/01 - Daily	GR - Grab
					Permit
Req.										<=	0.1 DAILY MX	25 - mL/L		01/01 - Daily	GR - Grab
					Value NODI
00610	Nitrogen, ammonia total [as N]	1 - Effluent
Gross	1	--	Sample										=	0.096	19 - mg/L		01/30 - Monthly	GR - Grab
					Permit
Req.										<=	0.98 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI
50050	Flow, in conduit or thru treatment
plant	1 - Effluent
Gross	0	--	Sample	=	0.031			03 - MGD									99/99 - Continuous	RC - Recorder(auto)
					Permit
Req.	<=	0.05 MO
AVG			03 - MGD									99/99 - Continuous	RC - Recorder (auto)

				Value NODI

50060	Chlorine, total residual	1 - Effluent
Gross	0	--	Sample
				Permit
Req.							<=	0.03 DAILY MX	19 - mg/L		01/01 - Daily
GR - Grab
				Value NODI									9 - Conditional Monitoring - Not Required This Period
74055	Coliform, fecal general	1 - Effluent
Gross	0	--	Sample					<	10.0	<	10.0	13 - #/100m	L
L	01/30 - Monthly
GR - Grab
				Permit
Req.					<=	200.0 30DA GEO	<=	400.0 7 DA GEO	13 - #/100m		01/30 - Monthly
GR - Grab
				Value NODI

Submission Note

If a parameter row does not contain any values for the Sample nor Effluent Trading, then none of the following fields will be submitted for that row: Units, Number of Excursions, Frequency of Analysis, and Sample Type. Edit Check Errors

||Parameter|Monitoring Location|Field|Type|Description|Description|Description|Acknowledge| |---|---|---|---|---|---|---|---|---| |Code|Name|||||||| |00011|Temperature, water deg. fahrenheit|1 - Effluent Gross|Quality or Concentration Sample Value 3|Soft|The provided sample value is outside the permit limit.Please verify that the value you have provided is correct.|||Yes| |00310|BOD, 5-day, 20 deg. C|1 - Effluent Gross|All|Soft|EPA's NPDES national data system recognizes the selected No Data Indicator (NODI) code as a reporting violation. NPDES permittees are responsible for ensuring full compliance with their permits, the Clean Water Act, and state law.||| Yes| |Comments||||||||| |Sampling error, sampled for CBOD instead of BOD.||||||||| |Attachments||||||||| ||||||Name|Type|Size|| |N5H0346_1-01_York_Summary-WWTP-FINAL08222025.pdf||||||pdf|1061660.0|| |082025VillageofRedHookWWFORsRoNE.xlsx||||||xlsx|411051.0|| |Report Last Saved By||||||||| |VILLAGE OF RED HOOK||||||||| |User: Name: E-Mail: Date/Time:|||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:24 (Time Zone: -04:00)|||||| |Report Last Signed By||||||||| |User: Name: E-Mail: Date/Time:|||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:24 (Time Zone: -04:00)||||||

Form Approved OMB No. 2040-0004 expires on 07/31/2026

DMR Copy of Record

*Permit*	*Permit*	*Permit*	*Permit*
Permit #:	-	-	-	-	-	Permittee:	-	-	-	VILLAGE OF RED HOOK	-	-	-	-	Facility:
NY0271420	-	-	-	-	-	Permittee Address:	-	-	-	7467 SOUTH BROADWAY	-	-	-	-	VILLAGE OF REDHOOK WWTP
Major:	-	-	-	-	-	Discharge:	-	-	-	RED HOOK, NY 12571	-	-	-	-	Facility Location:
No	-	-	-	-	-	-	-	-	-	01B-M	-	-	-	-	US ROUTE 9
Permitted Feature:	-	-	-	-	-	-	-	-	-	INTERNAL OUTFALL	-	-	-	-	RED HOOK, NY 12571
01B	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-
Internal Outfall	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-
*Report Dates & Status*
Monitoring Period:
From 08/01/25 to 08/31/25						DMR Due Date:				09/28/25						Status:
NetDMR Validated
*Considerations for Form Completion*

*Principal Executive Officer*
First Name:
Karen
Last Name:
Smythe						Title:				Mayor					Telephone:
845-758-1081
*No Data Indicator (NODI)*
Form NODI:
--
	Parameter	Monitoring Location	Season
#	Param.
NODI			Quantity or Loading								Quality or Concentration			# of
Ex.	Frequency of
Analysis	Sample Type
Code	Name					Qualifier
1	Value 1	Qualifier
2	Value
2	Units	Qualifier
1	Value 1	Qualifier
2	Value 2	Qualifier
3	Value 3	Units
X
00011	Temperature, water deg. fahrenheit	1 - Effluent
Gross	0	--	Sample										=	80.0	15 - degF	1	01/01 - Daily	GR - Grab
					Permit
Req.										<=	70.0 DAILY MX	15 - deg F		01/01 - Daily	GR - Grab
					Value NODI
00300	Oxygen, dissolved [DO]	1 - Effluent
Gross	0	--	Sample						=	7.0					19 - mg/L		01/01 - Daily	GR - Grab
					Permit
Req.						>=	7.0 DAILY
MN					19 - mg/L		01/01 - Daily	GR - Grab
					Value NODI
X
00310	BOD, 5-day, 20 deg. C	1 - Effluent
Gross	0	--	Sample
					Permit
Req.										<=	5.0 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI											E - Failed to Sample/Required Analysis Not
Conducted
00400	pH	1 - Effluent
Gross	0	--	Sample						=	7.4			=	8.4	12 - SU		01/01 - Daily	GR - Grab
					Permit
Req.						>=	6.5 MINIMUM			<=	8.5 MAXIMUM	12 - SU		01/01 - Daily	GR - Grab
					Value NODI
00530	Solids, total suspended	1 - Effluent
Gross	0	--	Sample										=	7.8	19 - mg/L		01/30 - Monthly	GR - Grab
					Permit
Req.										<=	10.0 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI
00545	Solids, settleable	1 - Effluent
Gross	0	--	Sample										<	0.1	25 - mL/L		01/01 - Daily	GR - Grab
					Permit
Req.										<=	0.1 DAILY MX	25 - mL/L		01/01 - Daily	GR - Grab
					Value NODI
00610	Nitrogen, ammonia total [as N]	1 - Effluent
Gross	1	--	Sample										=	0.149	19 - mg/L		01/30 - Monthly	GR - Grab
					Permit
Req.										<=	0.98 DAILY MX	19 - mg/L		01/30 - Monthly	GR - Grab
					Value NODI
	Flow, in conduit or thru treatment	1 - Effluent			Sample	=	0.006			03 -
MGD									99/99 - Continuous	RC - Recorder
(auto)
					Permit		0.025 MO			03 -									RC - Recorder


								Req.		<=	AVG			MGD								99/99 - Continuous	(auto)
50050		plant		Gross		0	--
								Value NODI
50060		Chlorine, total residual		1 - Effluent
Gross		0	--	Sample
								Permit
Req.											<=	0.03 DAILY MX		19 - mg/L			01/01 - Daily	GR - Grab
								Value NODI											9 - Conditional Monitoring - Not Required This Period
74055		Coliform, fecal general		1 - Effluent
Gross		0	--	Sample									=	10.0	=	10.0		13 -
#/100mL			01/30 - Monthly	GR - Grab
								Permit
Req.									<=	200.0 30DA
GEO	<=	400.0 7 DA GEO		13 -
#/100mL			01/30 - Monthly	GR - Grab
								Value NODI
*Submission Note*
If a parameter row does not contain any values for the Sample nor Effluent Trading, then no									ne of the following fields will be submitted for that row						: Units, Number of Excursions, Frequency of Analysis, and Sample Type.
*Edit Check Errors*
	Parameter		Monitoring
Location		Field				Type						Description									Acknowledge
Code	Name
00011	Temperature, water deg.
fahrenheit		1 - Effluent Gross		Quality or Concentration Sample
Value 3				Soft	The provided sample value is outside the permit limit.Please verify that the value you have provided is correct.															Yes
00310	BOD, 5-day, 20 deg. C		1 - Effluent Gross		All				Soft	EPA's NPDES national data system recognizes the selected No Data Indicator (NODI) code as a reporting violation. NPDES permittees are responsible for ensuring full compliance with their permits, the Clean
Water Act, and state law.
Yes
*Comments*

*Attachments*
										Name										Type	Size
082025VillageofRedHookWWFORsRoNE.xlsx																				xlsx	410041.0
*Report Last Saved By*
*VILLAGE OF RED HOOK*
User:
Name:
E-Mail:
Date/Time:					COONJ1974
Leslie Coon
lcoon@jcoinc.org
2025-09-28 14:27 (Time Zone: -04:00)
*Report Last Signed By*
User:
Name:
E-Mail:
Date/Time:					COONJ1974
Leslie Coon
lcoon@jcoinc.org
2025-09-28 14:27 (Time Zone: -04:00)

Technical Report

prepared for:

Village of Red Hook

7467 S Broadway Red Hook, NY 12571 Attention: J. Cavanaugh

Report Date: 08/22/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5H0346

CT Cert. No. PH-0800

New York Cert. No. 11706

56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348

ClientServices@yorklab.com

www.YORKLAB.com

LY Page 1 of 10

Report Date: 08/22/2025

Client Project ID: Wastewater 2025 York Project (SDG) No.: N5H0346

Village of Red Hook 7467 S Broadway Red Hook, NY 12571 Attention: J. Cavanaugh

Purpose and Results

This report contains the analytical data for the sample(s) identified on the attached chain-of-custody received in our laboratory on August 13, 2025 and listed below. The project was identified as your project: Wastewater 2025 .

The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables.

All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Sample and Analysis Qualifiers section of this report.

All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the Sample and Data Qualifiers Relating to This Work Order section of this report and case narrative if applicable.

Please contact Client Services at 203-270-9973 with any questions regarding this report.


York Sample ID	Client Sample ID	-	Date Collected	Date Received
N5H0346-01	Matrix	-	08/13/2025	08/13/2025
N5H0346-02	A1 E	-	08/13/2025	08/13/2025
N5H0346-03	Waste Water	-	08/13/2025	08/13/2025
N5H0346-04	A2 E	-	08/13/2025	08/13/2025
N5H0346-05	Waste Water	-	08/13/2025	08/13/2025
N5H0346-06	A3 E	-	08/13/2025	08/13/2025
N5H0346-07	Waste Water	-	08/13/2025	08/13/2025
N5H0346-08	A4 E	-	08/13/2025	08/13/2025
N5H0346-09	Waste Water	-	08/13/2025	08/13/2025
N5H0346-10	A5 I	-	08/13/2025	08/13/2025
N5H0346-11	Waste Water	-	08/13/2025	08/13/2025
N5H0346-12	A6 I	-	08/13/2025	08/13/2025
N5H0346-13	Waste Water	-	08/13/2025	08/13/2025
N5H0346-14	A7 I	-	08/13/2025	08/13/2025
-	Waste Water	-	-	-
-	B1 E	-	-	-
-	Waste Water	-	-	-
-	B2 E	-	-	-
-	Waste Water	-	-	-
-	B3 E	-	-	-
-	Waste Water	-	-	-
-	B4 E	-	-	-
-	Waste Water	-	-	-
-	B5 I	-	-	-
-	Waste Water	-	-	-
-	B6 I	-	-	-
-	Waste Water	-	-	-
-	B7 I	-	-	-
-	Waste Water	-	-	-

Page 2 of 10

		YORK
		Sample Information		[TOC_2]A1 E[TOC]
[TOC 1]Sample Results[TOC]
Client Sample ID:	A1 E			York Sample ID:	York Sample ID:	N5H0346-01
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix Environmental Labs, Inc.
[TOC_3]SM5210B-16[TOC]				Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Carbonaceous BOD	< 4.0	mg/L		4.00	-	SM5210B-16	08/14/2025 13:15	08/14/2025 13:15	PHO
						NY-11301
Certifications:

				Sample Information	Sample Information	Sample Information			[TOC_2]A2 E[TOC]	[TOC_2]A2 E[TOC]
Client Sample ID:	A2 E								York Sample ID:	N5H0346-02
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[TOC_3]Miscellaneous Physical Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Total Suspended Solids		1.40	mg/L	Z-01	1.00	-	SM 2540D-2015	08/15/2025 06:04	08/15/2025 06:04
08/15/2025 13:27	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

				Sample Information	Sample Information	Sample Information			[TOC_2]A3 E[TOC]	[TOC_2]A3 E[TOC]
Client Sample ID:	A3 E								York Sample ID:	N5H0346-03
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]					Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Ammonia Nitrogen as N		0.0963	mg/L		0.05	-	SM 4500-NH3 D	08/14/2025 09:04	08/14/2025 09:04
08/14/2025 09:04	TCD
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD
Total Kjeldahl Nitrogen		1.30	mg/L		0.40	-	SM 4500-N Org D	08/14/2025 07:20	08/14/2025 07:20
08/15/2025 09:00	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

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Newtown, CT 06470 FAX (203) 270-3348

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		YORK
		Sample Information			[TOC_2]A4 E[TOC]
Client Sample ID:	A4 E			York Sample ID:	York Sample ID:	N5H0346-04
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix Environmental Labs, Inc.
[TOC_3]Colilert-18[TOC]				Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Fecal Coliforms MPN	<10	MPN/100		10.00	-	Colilert-18	08/13/2025 10:40	08/13/2025 18:10	PHO
		mls				NY-11301
Certifications:

		Sample Information			[TOC_2]A5 I[TOC]	[TOC_2]A5 I[TOC]
Client Sample ID:	A5 I			York Sample ID:	York Sample ID:	N5H0346-05
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

[TOC_3]SM5210B-16[TOC]				Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Carbonaceous BOD	99	mg/L		46.00	-	SM5210B-16	08/14/2025 13:15	08/14/2025 13:15	PHO
						Certifications:
NY-11301

				Sample Information	Sample Information	Sample Information			[TOC_2]A6 I[TOC]	[TOC_2]A6 I[TOC]
Client Sample ID:	A6 I								York Sample ID:	N5H0346-06
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[TOC_3]Miscellaneous Physical Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Total Suspended Solids		64.0	mg/L		5.00	-	SM 2540D-2015	08/15/2025 06:04	08/15/2025 06:04
08/15/2025 13:27	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

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Newtown, CT 06470 FAX (203) 270-3348

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				YORK	YORK	YORK
				Sample Information					[TOC_2]A7 I[TOC]
Client Sample ID:	A7 I								York Sample ID:	N5H0346-07
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:40 am	August 13, 2025 10:40 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]		[TOC_3]Wet Chemistry Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Ammonia Nitrogen as N		45.0	mg/L		0.10	-	SM 4500-NH3 D	08/14/2025 09:04	08/14/2025 09:04
08/14/2025 09:04	TCD
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD
Total Kjeldahl Nitrogen		45.2	mg/L		0.40	-	SM 4500-N Org D	08/14/2025 07:20	08/14/2025 07:20
08/15/2025 09:00	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

		Sample Information			[TOC_2]B1 E[TOC]	[TOC_2]B1 E[TOC]
Client Sample ID:	B1 E			York Sample ID:	York Sample ID:	N5H0346-08
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix Environmental Labs, Inc.
[TOC_3]SM5210B-16[TOC]				Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Carbonaceous BOD	< 4.0	mg/L		4.00	-	SM5210B-16	08/14/2025 13:15	08/14/2025 13:15	PHO
						NY-11301
Certifications:

				Sample Information	Sample Information	Sample Information			[TOC_2]B2 E[TOC]	[TOC_2]B2 E[TOC]
Client Sample ID:	B2 E								York Sample ID:	N5H0346-09
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[TOC_3]Miscellaneous Physical Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Total Suspended Solids		7.80	mg/L		1.00	-	SM 2540D-2015	08/18/2025 08:17	08/18/2025 08:17
08/18/2025 13:53	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

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		YORK
		Sample Information			[TOC_2]B3 E[TOC]
Client Sample ID:	B3 E			York Sample ID:	York Sample ID:	N5H0346-10
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

[TOC_3]Wet Chemistry Parameters[TOC]	[TOC_3]Wet Chemistry Parameters[TOC]			Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N	< 0.0500	mg/L		0.05	-	SM 4500-NH3 D	08/14/2025 09:04	08/14/2025 09:04	TCD
						NYSDOH-NY10854,CTDPH-PH-0840,NJDE
Certifications:
Total Kjeldahl Nitrogen	2.15	mg/L		0.40	-	SM 4500-N Org D	08/14/2025 07:20	08/15/2025 09:00	SMM
						Certifications:
NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

		Sample Information			[TOC_2]B4 E[TOC]	[TOC_2]B4 E[TOC]
Client Sample ID:	B4 E			York Sample ID:	York Sample ID:	N5H0346-11
York Project (SDG) No.	York Project (SDG) No.	Client Project ID	Matrix	Collection Date/Time		Date Received
N5H0346		Wastewater 2025	Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

[TOC_3]Colilert-18[TOC]	[TOC_3]Colilert-18[TOC]			Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time		Analyzed
Date/Time		Analyst
Fecal Coliforms MPN	10	MPN/100		10.00	-	Colilert-18	08/13/2025 10:55	08/13/2025 10:55	08/13/2025 18:45		PHO
		mls				Certifications:		NY-11301
			Sample Information							[TOC_2]B5 I[TOC]
Client Sample ID:	B5 I							York Sample ID:		York Sample ID:	N5H0346-12
York Project (SDG) No.		Client Project ID				Matrix	Collection Date/Time			Date Received
N5H0346		Wastewater 2025	Wastewater 2025			Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:						Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

Results

|Parameter|Result|Units|Qualifier|RL|MCL|Reference Method|Prepared Date/Time|Analyzed Date/Time|Analyst| |---|---|---|---|---|---|---|---|---|---| |Carbonaceous BOD|84|mg/L||46.00|-|SM5210B-16|08/14/2025 13:15|08/14/2025 13:15|PHO| |||||||Certifications: NY-11301||||

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				YORK	YORK	YORK
				Sample Information					[TOC_2]B6 I[TOC]
Client Sample ID:	B6 I								York Sample ID:	N5H0346-13
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[TOC_3]Miscellaneous Physical Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Total Suspended Solids		119	mg/L		7.14	-	SM 2540D-2015	08/18/2025 08:17	08/18/2025 08:17
08/18/2025 13:53	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

				Sample Information	Sample Information	Sample Information			[TOC_2]B7 I[TOC]	[TOC_2]B7 I[TOC]
Client Sample ID:	B7 I								York Sample ID:	N5H0346-14
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5H0346			Wastewater 2025				Waste Water	August 13, 2025 10:55 am	August 13, 2025 10:55 am	08/13/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]		[TOC_3]Wet Chemistry Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Analyzed
Date/Time
Prepared
Date/Time		Analyst
Ammonia Nitrogen as N		7.07	mg/L		0.05	-	SM 4500-NH3 D	08/14/2025 09:04	08/14/2025 09:04
08/14/2025 09:04	TCD
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD
Total Kjeldahl Nitrogen		21.5	mg/L		0.40	-	SM 4500-N Org D	08/14/2025 07:20	08/14/2025 07:20
08/15/2025 09:00	SMM
							Certifications:		NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD

56 Church Hill Road #2 (203) 270-9973

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Definitions and Other Information

Z-01 mg residue is less than 2.5 mg

<10 <10

Analyte is not certified or the state of the samples origination does not offer certification for the Analyte.

MCL The Maximum Contaminant Level (MCL) is the maximum concentration of a chemical that is allowed in public drinking water systems. The MCL is established by the U.S. Environmental Protection Agency (EPA). Some states have MCLs that are equal to or less than the Federally established MCL. The listed MCL value reflects the MCL established by the State where the sample was taken.

General Notes for N5H0346

The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non-target analytes and matrix interference. The RL(REPORTING LIMIT) is based upon the lowest standard utilized for the calibration where applicable.
Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made.
York's liability for the above data is limited to the dollar value paid to York for the referenced project.
This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc.
All analyses conducted met method or Laboratory SOP requirements. See the Sample and Data Qualifiers Section for further information.
It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report.
This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s) received by York.

Approved By:

Date: August 22, 2025

Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director

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Changes between versions

2025-10-06→2025-10-06

minor edit+813 −0

The document title was updated to include 'Discharge Monitoring Report and Noncompliance Report'.

Title changed from 'SPEDES Permit Wastewater Facility Report — Plant 1B — September 2025' to 'WWTP Discharge Monitoring Report and Noncompliance Report — August 2025'

Show red-line diff

**92-15-7 (11/95)-- 27c** Page 1 of 4 ## 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** | | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | - | - | - | - | | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 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** | - | - | - | - | |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||0.0314|||75.6|||7.71|7.71||<0.1||||| ||2|0.00||0.0354|||72.5|||7.48|7.48||<0.1||||| ||3|0.00||0.0290|||71.8|||7.31|7.31||<0.1||||| ||4|0.00||0.0430|||71.9|||7.41|7.41||<0.1||||| ||5|0.00||0.0256|||72|||7.71|7.71||<0.1||||| ||6|0.00||0.0450|||71|||7.48|7.48||<0.1||||| ||7|0.00||0.0366|||73|||7.67|7.67||<0.1||||| ||8|0.00||0.0248|||72.8|||7.50|7.50||<0.1||||| ||9|0.00||0.0379|||75.9|||7.80|7.80||<0.1||||| ||10|0.00||0.0310|||75.8|||7.40|7.40||<0.1||||| ||11|0.00||0.0286|||77.2|||7.50|7.50||<0.1||||| ||12|0.00||0.0316|||76.4|||7.20|7.20||<0.1||||| ||13|0.50||0.0311|||76.2|||7.37|7.37||<0.1|||64|1.4| ||14|0.00||0.0288|||76.1|||7.54|7.54||<0.1||||| ||15|0.00||0.0438|||76|||7.59|7.59||<0.1||||| ||16|0.00||0.0178|||77.5|||8.10|8.10||<0.1||||| ||17|0.00||0.0346|||77.8|||7.70|7.70||<0.1||||| ||18|0.00||0.0263|||77.1|||7.62|7.62||<0.1||||| ||19|0.00||0.0236|||72.4|||7.68|7.68||<0.1||||| ||20|0.30||0.0378|||73.4|||7.65|7.65||<0.1||||| ||21|0.70||0.0384|||75.5|||7.77|7.77||<0.1||||| ||22|0.00||0.0278|||76.4|||7.50|7.50||<0.1||||| ||23|0.00||0.0300|||76|||7.51|7.51||<0.1||||| ||24|0.00||0.0176|||75.9|||7.57|7.57||<0.1||||| ||25|0.00||0.0334|||73.8|||7.78|7.78||<0.1||||| ||26|0.00||0.0263|||75.2|||7.78|7.78||<0.1||||| ||27|0.00||0.0355|||72.1|||7.74|7.74||<0.1||||| ||28|0.00||0.0252|||73|||7.34|7.34||<0.1|||53|1.9| ||29|0.00||0.0206|||73.9|||7.46|7.46||<0.1||||| ||30|0.00||0.0247|||72.4|||7.49|7.49||<0.1||||| ||31|0.00||0.0365|||72|||7.50|7.50||<0.1||||| | Total | - | - | Influent | - | - | - | - | - | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Effluent | - | - | - | - | - | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | **4.10** | - | - | Minimum | - | - | - | - | - | - | - | - | Maximum | - | Daily Max | - | Daily Max | | - | - | - | Maximum | - | - | - | - | - | - | - | - | Maximum | - | - | - | - | | - | - | - | Minimum | - | - | - | - | - | - | - | - | **0.0** | - | - | - | - | | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | **0.031** | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | **77.8** | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | **7.2** | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | **8.1** | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Max: | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | **0.0450** | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||||||||||**0.0**|||**53**|**1.9**| |||||||||||||||%Rem.->||%Rem.->|**96**| |||||||||||||30 Day Average Quantity Loading (1)||lbs/day||**0.49** 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 Page 2 of 4 |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||<10|||| ||14|||ON|ON|||||| ||15|||ON|ON|||||| ||16|||ON|ON|||||| ||17|||ON|ON|||||| ||18|||ON|ON|||||| ||19|||ON|ON|||||| ||20|||ON|ON|||||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||||| ||24|||ON|ON|||||| ||25|||ON|ON|||**Odor complaint called in, Post investigation the source was a contractor laying fresh asphalt**||| ||26|||ON|ON|||||| ||27|||ON|ON|||||| ||28|||ON|ON||<10|||| ||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) **ON** **ON** Monthly||**<10** 30 day geometric mean(1)||||| ||||Effluent mg/l|Minimum(1) **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 Page 3 of 4 |||||||||||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|||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.8|||||||||||| ||||||7.0|||||||||||| ||||||8.4|||||||||||| ||||||8.1|||||||||||| ||||||8.7|||||||||||| ||||||8.1|||||||||||| ||||||7.9|||||||||||| ||||||7.7|||||||||||| ||||||7.3|||||||||||| ||||||7.0|||||||||||| ||||0.096||7.0|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.8|||||||||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.3|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||||7.6|||||||||||| ||||||7.8|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| ||||0.055||8.1|||||||||||| ||||||8.2|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| |||**MAX:**||**MIN:**||||||||||||| ||||0.096||**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 Page 4 of 4 ## **Effect on Receiving Stream** |**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect 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| **==> picture [188 x 47] intentionally omitted <==** **----- Start of picture text -----** Sludge removal from plant: a. amount 10000 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** **==> picture [178 x 26] intentionally omitted <==** **----- Start of picture text -----** 1- Septage, holding tank waste and portable toilet waste Total Max day **----- End of picture text -----** **==> picture [65 x 15] intentionally omitted <==** **----- Start of picture text -----** Volume (Gal.) 2- All other wastes **----- End of picture text -----** **==> picture [16 x 4] intentionally omitted <==** **----- Start of picture text -----** Max day **----- End of picture text -----** **==> picture [9 x 4] intentionally omitted <==** **----- Start of picture text -----** 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 NAME|NUMBER FULL TIME|NUMBER PART TIME|TOTAL HOURS| |**Operator**|**62**||**62**| |**Chief Operator**|**31**||**31**| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| 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 **92-15-7 (11/95)-- 27c** Page 1 of 4 ## 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 Page 2 of 4 |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 Page 3 of 4 |||||||||||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 Page 4 of 4 ## **Effect on Receiving Stream** |**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**| |---|---|---|---|---|---|---| |Name of Receiving Stream Shanty Hollow Creek||||||| |Date Station Parameter Result||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [164 x 19] intentionally omitted <==** **----- Start of picture text -----** 1- Septage, holding tank waste and portable toilet waste Total Max day **----- End of picture text -----** - Volume (Gal.) **2-** All other wastes **==> picture [111 x 5] intentionally omitted <==** **----- Start of picture text -----** 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: |Labor expended:|||| |---|---|---|---| | POSITION NAME|NUMBER FULL TIME|NUMBER PART TIME|TOTAL HOURS| |**Operator**|**62**||**62**| |Chief Operator|**31**||**31**| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| 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 ©Copyright 1992-95, WindowChem Software, Inc., All Rights Reserved., (707) 864-0845, Revision 3.0 SECTION 1 _New York State Department of Enviromental Conservation Division of Water_ _**Report Noncompliance Event**_ To: DEC Water Contact Report Type: X Permit Violation Order Violation **Anticipated Noncompliance** Bypass/Overflow SECTION 2 **SPDES #:NY-0271420 Facility:** Village of Red Hook **Date of noncompliance:** 8/1/2025 **Location (Outfall, Treatment Unit, or Pump Station):** Outfall **Description of noncompliance(s) and cause(s):** Throughout the month the temp exceeded SPEDS limits due to no process to cool water Facility failed to sample BOD, lbs p/day, % Removal due to human error with the change in seasonal sampling protocol **Has event ceased?** No **If so, when? Was event due to plant upset?** No **SPDES limits violation** YES **Start date, time of event:** , (AM)(PM) **End date, time of event:** (AM)(PM) **Date email notification made to DEC?** , (AM)(PM) **DEC Official contacted: Immediate corrective actions:** uncontrollable variable Sampled for BOD in September **Preventive (long term) corrective actions:** SECTION 3 Complete this section if event was a bypass: Bypass amount: **Was proir DEC authorization received for this event?** (Yes)(No) DEC Official contacted: Date of DEC approval: **Describe event in "Description of noncompliance and cause" area in Section 2. Detail the start and end dates and times in Section 2 also.** Forms by EnviroWin (312-244-1900) SECTION 4 **Facility Representative** Leslie A Coon Jr **Title:** Sr. Area Manager **Date:** 9/24/2025 **Phone #:** 845-544-3151 **Fax #:** **Facility Representative** 3506-101 (12/93) Form Approved OMB No. 2040-0004 expires on 07/31/2026 ## **DMR Copy of Record** EPA may make all the information submitted through this form (including all attachments) available to the public without further notice to you. Do not use this online form to submit personal information (e.g., non-business cell phone number or non-business email address), confidential business information (CBI), or if you intend to assert a CBI claim on any of the submitted information. Pursuant to 40 CFR 2.203(a), EPA is providing you with notice that all CBI claims must be asserted at the time of submission. EPA cannot accommodate a late CBI claim to cover previously submitted information because efforts to protect the information are not administratively practicable since it may already be disclosed to the public. Although we do not foresee a need for persons to assert a claim of CBI based on the types of information requested in this form, if persons wish to assert a CBI claim we direct submitters to contact the NPDES eReporting Help Desk for further guidance. Please note that EPA may contact you after you submit this report for more information. This collection of information is approved by OMB under the Paperwork Reduction Act, 44 U.S.C. 3501 et seq. (OMB Control No. 2040-0004). Responses to this collection of information are mandatory in accordance with this permit and EPA NPDES regulations 40 CFR 122.41(l)(4)(i). An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a currently valid OMB control number. The public reporting and recordkeeping burden for this collection of information are estimated to average 2 hours per outfall. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the Regulatory Support Division Director, U.S. Environmental Protection Agency (2821T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address. |**_Permit_**|**_Permit_**|**_Permit_**|**_Permit_**|||||||||||||||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | **Permit #:** | - | - | - | - | - | **Permittee:** | - | - | - | VILLAGE OF RED HOOK | - | - | - | - | **Facility:** | | **NY0271420** | - | - | - | - | - | **Permittee Address:** | - | - | - | 7467 SOUTH BROADWAY | - | - | - | - | VILLAGE OF REDHOOK WWTP | | **Major:** | - | - | - | - | - | **Discharge:** | - | - | - | RED HOOK, NY 12571 | - | - | - | - | **Facility Location:** | | No | - | - | - | - | - | - | - | - | - | **01A-M** | - | - | - | - | US ROUTE 9 | | **Permitted Feature:** | - | - | - | - | - | - | - | - | - | INTERNAL OUTFALL | - | - | - | - | RED HOOK, NY 12571 | | 01A | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Internal Outfall | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |**_Report Dates & Status_**||||||||||||||||||||| |**Monitoring Period:** **From 08/01/25 to 08/31/25**||||||**DMR Due Date:**||||**09/28/25**||||||**Status:** **NetDMR Validated**||||| |**_Considerations for Form Completion_**||||||||||||||||||||| |||||||||||||||||||||| |**_Principal Executive Officer_**||||||||||||||||||||| |**First Name:** Karen **Last Name:** Smythe||||||**Title:**||||Mayor|||||**Telephone:** 845-758-1081|||||| |**_No Data Indicator (NODI)_**||||||||||||||||||||| |**Form NODI:** --||||||||||||||||||||| ||**Parameter**|**Monitoring Location **|**Season** **#**|**Param.** **NODI**|||**Quantity or Loading**||||||||**Quality or Concentration**|||**# of Ex.**|**Frequency of Analysis**| **Sample Type**| |**Code**|**Name**|||||**Qualifier** **1**|**Value 1**|**Qualifier** **2**|**Value 2**| **Units**|**Qualifier** **1**|**Value 1**|**Qualifier 2**| **Value 2**|**Qualifier 3**| **Value 3**|**Units**|||| |**X** 00011|**Temperature, water deg. fahrenheit**|1 - Effluent Gross|0|--|**Sample**||||||||||=|77.8|15 - degF|1|01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|70.0 DAILY MX|15 - deg F||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00300|**Oxygen, dissolved [DO]**|1 - Effluent Gross|0|--|**Sample**||||||=|7.0|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||>=|7.0 DAILY MN|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |**X** 00310|**BOD, 5-day, 20 deg. C**|1 - Effluent Gross|0|--|**Sample**|||||||||||||||| ||||||**Permit** **Req.**||||||||||<=|5.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||E - Failed to Sample/Required Analysis Not Conducted||||| |00400|**pH**|1 - Effluent Gross|0|--|**Sample**||||||=|7.2|||=|8.1|12 - SU||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||>=|6.5 MINIMUM|||<=|8.5 MAXIMUM|12 - SU||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00530|**Solids, total suspended**|1 - Effluent Gross|0|--|**Sample**||||||||||=|1.4|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|10.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00545|**Solids, settleable**|1 - Effluent Gross|0|--|**Sample**||||||||||<|0.1|25 - mL/L||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|0.1 DAILY MX|25 - mL/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00610|**Nitrogen, ammonia total [as N]**|1 - Effluent Gross|1|--|**Sample**||||||||||=|0.096|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|0.98 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||||||| |50050|**Flow, in conduit or thru treatment** **plant**|1 - Effluent Gross|0|--|**Sample**|=|0.031|||03 - MGD|||||||||99/99 - Continuous|RC - Recorder(auto)| ||||||**Permit** **Req.**|<=|0.05 MO AVG|||03 - MGD|||||||||99/99 - Continuous|RC - Recorder (auto)| |||||||||||||||||||||| |||||||||||||||||||||| ||||||**Value NODI**|||||||||||||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||||||||||||||||||||| |50060|**Chlorine, total residual**|1 - Effluent Gross|0|--|**Sample**|||||||||||||||| ||||||**Permit** **Req.**||||||||||<=|0.03 DAILY MX|19 - mg/L||01/01 - Daily |GR - Grab| ||||||**Value NODI**|||||||||||9 - Conditional Monitoring - Not Required This Period||||| |74055|**Coliform, fecal general**|1 - Effluent Gross|0|--|**Sample**||||||||<|10.0|<|10.0|13 - #/100m|L L|01/30 - Monthly |GR - Grab| ||||||**Permit** **Req.**||||||||<=|200.0 30DA GEO|<=|400.0 7 DA GEO|13 - #/100m||01/30 - Monthly |GR - Grab| ||||||**Value NODI**|||||||||||||||| ## _**Submission Note**_ If a parameter row does not contain any values for the Sample nor Effluent Trading, then none of the following fields will be submitted for that row: Units, Number of Excursions, Frequency of Analysis, and Sample Type. _**Edit Check Errors**_ ||**Parameter**|**Monitoring** **Location**|**Field**|**Type**|**Description**|**Description**|**Description**|**Acknowledge**| |---|---|---|---|---|---|---|---|---| |**Code**|**Name**|||||||| |00011|Temperature, water deg. fahrenheit|1 - Effluent Gross|Quality or Concentration Sample Value 3|Soft|The provided sample value is outside the permit limit.Please verify that the value you have provided is correct.|||Yes| |00310|BOD, 5-day, 20 deg. C|1 - Effluent Gross|All|Soft|EPA's NPDES national data system recognizes the selected No Data Indicator (NODI) code as a reporting violation. NPDES permittees are responsible for ensuring full compliance with their permits, the Clean Water Act, and state law.||| Yes| |**_Comments_**||||||||| |Sampling error, sampled for CBOD instead of BOD.||||||||| |**_Attachments_**||||||||| ||||||**Name**|**Type**|**Size**|| |N5H0346_1-01_York_Summary-WWTP-FINAL08222025.pdf||||||pdf|1061660.0|| |082025VillageofRedHookWWFORsRoNE.xlsx||||||xlsx|411051.0|| |**_Report Last Saved By_**||||||||| |**_VILLAGE OF RED HOOK_**||||||||| |User: Name: E-Mail: Date/Time:|||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:24 (Time Zone: -04:00)|||||| |**_Report Last Signed By_**||||||||| |User: Name: E-Mail: Date/Time:|||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:24 (Time Zone: -04:00)|||||| Form Approved OMB No. 2040-0004 expires on 07/31/2026 ## **DMR Copy of Record** EPA may make all the information submitted through this form (including all attachments) available to the public without further notice to you. Do not use this online form to submit personal information (e.g., non-business cell phone number or non-business email address), confidential business information (CBI), or if you intend to assert a CBI claim on any of the submitted information. Pursuant to 40 CFR 2.203(a), EPA is providing you with notice that all CBI claims must be asserted at the time of submission. EPA cannot accommodate a late CBI claim to cover previously submitted information because efforts to protect the information are not administratively practicable since it may already be disclosed to the public. Although we do not foresee a need for persons to assert a claim of CBI based on the types of information requested in this form, if persons wish to assert a CBI claim we direct submitters to contact the NPDES eReporting Help Desk for further guidance. Please note that EPA may contact you after you submit this report for more information. This collection of information is approved by OMB under the Paperwork Reduction Act, 44 U.S.C. 3501 et seq. (OMB Control No. 2040-0004). Responses to this collection of information are mandatory in accordance with this permit and EPA NPDES regulations 40 CFR 122.41(l)(4)(i). An agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a currently valid OMB control number. The public reporting and recordkeeping burden for this collection of information are estimated to average 2 hours per outfall. Send comments on the Agency's need for this information, the accuracy of the provided burden estimates and any suggested methods for minimizing respondent burden to the Regulatory Support Division Director, U.S. Environmental Protection Agency (2821T), 1200 Pennsylvania Ave., NW, Washington, D.C. 20460. Include the OMB control number in any correspondence. Do not send the completed form to this address. |**_Permit_**|**_Permit_**|**_Permit_**|**_Permit_**|||||||||||||||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | **Permit #:** | - | - | - | - | - | **Permittee:** | - | - | - | VILLAGE OF RED HOOK | - | - | - | - | **Facility:** | | **NY0271420** | - | - | - | - | - | **Permittee Address:** | - | - | - | 7467 SOUTH BROADWAY | - | - | - | - | VILLAGE OF REDHOOK WWTP | | **Major:** | - | - | - | - | - | **Discharge:** | - | - | - | RED HOOK, NY 12571 | - | - | - | - | **Facility Location:** | | No | - | - | - | - | - | - | - | - | - | **01B-M** | - | - | - | - | US ROUTE 9 | | **Permitted Feature:** | - | - | - | - | - | - | - | - | - | INTERNAL OUTFALL | - | - | - | - | RED HOOK, NY 12571 | | 01B | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Internal Outfall | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |**_Report Dates & Status_**||||||||||||||||||||| |**Monitoring Period:** **From 08/01/25 to 08/31/25**||||||**DMR Due Date:**||||**09/28/25**||||||**Status:** **NetDMR Validated**||||| |**_Considerations for Form Completion_**||||||||||||||||||||| |||||||||||||||||||||| |**_Principal Executive Officer_**||||||||||||||||||||| |**First Name:** Karen **Last Name:** Smythe||||||**Title:**||||Mayor|||||**Telephone:** 845-758-1081|||||| |**_No Data Indicator (NODI)_**||||||||||||||||||||| |**Form NODI:** --||||||||||||||||||||| ||**Parameter**|**Monitoring Location**|**Season** **#**|**Param.** **NODI**|||**Quantity or Loading**||||||||**Quality or Concentration**|||**# of** **Ex.**|**Frequency of** **Analysis**|**Sample Type**| |**Code**|**Name**|||||**Qualifier** **1**|**Value 1**|**Qualifier** **2**|**Value** **2**|**Units**|**Qualifier** **1**|**Value 1**|**Qualifier** **2**|**Value 2**|**Qualifier** **3**|**Value 3**|**Units**|||| |**X** 00011|**Temperature, water deg. fahrenheit**|1 - Effluent Gross|0|--|**Sample**||||||||||=|80.0|15 - degF|1|01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|70.0 DAILY MX|15 - deg F||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00300|**Oxygen, dissolved [DO]**|1 - Effluent Gross|0|--|**Sample**||||||=|7.0|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||>=|7.0 DAILY MN|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |**X** 00310|**BOD, 5-day, 20 deg. C**|1 - Effluent Gross|0|--|**Sample**|||||||||||||||| ||||||**Permit** **Req.**||||||||||<=|5.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||E - Failed to Sample/Required Analysis Not Conducted||||| |00400|**pH**|1 - Effluent Gross|0|--|**Sample**||||||=|7.4|||=|8.4|12 - SU||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||>=|6.5 MINIMUM|||<=|8.5 MAXIMUM|12 - SU||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00530|**Solids, total suspended**|1 - Effluent Gross|0|--|**Sample**||||||||||=|7.8|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|10.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00545|**Solids, settleable**|1 - Effluent Gross|0|--|**Sample**||||||||||<|0.1|25 - mL/L||01/01 - Daily|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|0.1 DAILY MX|25 - mL/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00610|**Nitrogen, ammonia total [as N]**|1 - Effluent Gross|1|--|**Sample**||||||||||=|0.149|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit** **Req.**||||||||||<=|0.98 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||||||| ||**Flow, in conduit or thru treatment**|1 - Effluent|||**Sample**|=|0.006|||03 - MGD|||||||||99/99 - Continuous|RC - Recorder (auto)| ||||||**Permit**||0.025 MO|||03 -||||||||||RC - Recorder| |||||||||||||||||||||| |||||||||||||||||||||||||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||||||||**Req.**||<=|AVG|||MGD|||||||||||99/99 - Continuous|(auto)| |50050||**plant**||Gross||0|--|||||||||||||||||||| |||||||||**Value NODI**||||||||||||||||||| |50060||**Chlorine, total residual**||1 - Effluent Gross||0|--|**Sample**||||||||||||||||||| |||||||||**Permit** **Req.**|||||||||||<=|0.03 DAILY MX||19 - mg/L|||01/01 - Daily|GR - Grab| |||||||||**Value NODI**||||||||||||9 - Conditional Monitoring - Not Required This Period||||||| |74055||**Coliform, fecal general**||1 - Effluent Gross||0|--|**Sample**|||||||||=|10.0|=|10.0||13 - #/100mL|||01/30 - Monthly|GR - Grab| |||||||||**Permit** **Req.**|||||||||<=|200.0 30DA GEO|<=|400.0 7 DA GEO||13 - #/100mL|||01/30 - Monthly|GR - Grab| |||||||||**Value NODI**||||||||||||||||||| |**_Submission Note_**||||||||||||||||||||||||||| |If a parameter row does not contain any values for the Sample nor Effluent Trading, then no|||||||||ne of the following fields will be submitted for that row||||||: Units, Number of Excursions, Frequency of Analysis, and Sample Type.|||||||||||| |**_Edit Check Errors_**||||||||||||||||||||||||||| ||**Parameter**||**Monitoring** **Location**||**Field**||||**Type**||||||**Description**|||||||||||**Acknowledge**| |**Code**|**Name**|||||||||||||||||||||||||| |00011|Temperature, water deg. fahrenheit||1 - Effluent Gross||Quality or Concentration Sample Value 3||||Soft|The provided sample value is outside the permit limit.Please verify that the value you have provided is correct.||||||||||||||||Yes| |00310|BOD, 5-day, 20 deg. C||1 - Effluent Gross||All||||Soft|EPA's NPDES national data system recognizes the selected No Data Indicator (NODI) code as a reporting violation. NPDES permittees are responsible for ensuring full compliance with their permits, the Clean Water Act, and state law.|||||||||||||||| Yes| |**_Comments_**||||||||||||||||||||||||||| |||||||||||||||||||||||||||| |**_Attachments_**||||||||||||||||||||||||||| |||||||||||**Name**|||||||||||**Type**||**Size**|||| |082025VillageofRedHookWWFORsRoNE.xlsx|||||||||||||||||||||xlsx||410041.0|||| |**_Report Last Saved By_**||||||||||||||||||||||||||| |**_VILLAGE OF RED HOOK_**||||||||||||||||||||||||||| |User: Name: E-Mail: Date/Time:|||||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:27 (Time Zone: -04:00)|||||||||||||||||||||| |**_Report Last Signed By_**||||||||||||||||||||||||||| |User: Name: E-Mail: Date/Time:|||||COONJ1974 Leslie Coon lcoon@jcoinc.org 2025-09-28 14:27 (Time Zone: -04:00)|||||||||||||||||||||| ## Technical Report prepared for: ## **Village of Red Hook** 7467 S Broadway Red Hook, NY 12571 **Attention: J. Cavanaugh** Report Date: 08/22/2025 **Client Project ID: Wastewater 2025** York Project (SDG) No.: N5H0346 CT Cert. No. PH-0800 New York Cert. No. 11706 56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348 ClientServices@yorklab.com www.YORKLAB.com LY Page 1 of 10 Report Date: 08/22/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5H0346 **Village of Red Hook** 7467 S Broadway Red Hook, NY 12571 Attention: J. Cavanaugh ## **Purpose and Results** This report contains the analytical data for the sample(s) identified on the attached chain-of-custody received in our laboratory on August 13, 2025 and listed below. The project was identified as your project: **Wastewater 2025** . The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Sample and Analysis Qualifiers section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the Sample and Data Qualifiers Relating to This Work Order section of this report and case narrative if applicable. Please contact Client Services at 203-270-9973 with any questions regarding this report. |||||||| |---|---|---|---|---|---|---| | **York Sample ID** | **Client Sample ID** | - | **Date Collected** | **Date Received** | | **N5H0346-01** | **Matrix** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-02** | **A1 E** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-03** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-04** | **A2 E** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-05** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-06** | **A3 E** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-07** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-08** | **A4 E** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-09** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-10** | **A5 I** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-11** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-12** | **A6 I** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-13** | **Waste Water** | - | **08/13/2025** | **08/13/2025** | | **N5H0346-14** | **A7 I** | - | **08/13/2025** | **08/13/2025** | | - | **Waste Water** | - | - | - | | - | **B1 E** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B2 E** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B3 E** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B4 E** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B5 I** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B6 I** | - | - | - | | - | **Waste Water** | - | - | - | | - | **B7 I** | - | - | - | | - | **Waste Water** | - | - | - | Page 2 of 10 |||YORK||||| |---|---|---|---|---|---|---| |||**Sample Information**||[TOC_2]A1 E[TOC] [TOC 1]Sample Results[TOC]||| |**Client Sample ID:**|**A1 E**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-01**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| |**Analysis Conducted by:**|**Phoenix Environmental Labs, Inc.**|**Phoenix Environmental Labs, Inc.**|||||||| |---|---|---|---|---|---|---|---|---|---| |[TOC_3]SM5210B-16[TOC]||||**Results**|||||| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |Carbonaceous BOD|**< 4.0**|mg/L||4.00|-|SM5210B-16|08/14/2025 13:15|08/14/2025 13:15|PHO| |||||||NY-11301 Certifications:|||| |||||**Sample Information**|**Sample Information**|**Sample Information**|||[TOC_2]A2 E[TOC]|[TOC_2]A2 E[TOC]| |---|---|---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**A2 E**||||||||**York Sample ID:**|**N5H0346-02**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Miscellaneous Physical Parameters[TOC]||[TOC_3]Miscellaneous Physical Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Total Suspended Solids**||**1.40**|mg/L|Z-01|1.00|-|SM 2540D-2015|08/15/2025 06:04|08/15/2025 06:04 08/15/2025 13:27|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |||||**Sample Information**|**Sample Information**|**Sample Information**|||[TOC_2]A3 E[TOC]|[TOC_2]A3 E[TOC]| |---|---|---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**A3 E**||||||||**York Sample ID:**|**N5H0346-03**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Wet Chemistry Parameters[TOC]|||||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Ammonia Nitrogen as N**||**0.0963**|mg/L||0.05|-|SM 4500-NH3 D|08/14/2025 09:04|08/14/2025 09:04 08/14/2025 09:04|TCD| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |**Total Kjeldahl Nitrogen**||**1.30**|mg/L||0.40|-|SM 4500-N Org D|08/14/2025 07:20|08/14/2025 07:20 08/15/2025 09:00|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 3 of 10 www.YORKLAB.com |||YORK||||| |---|---|---|---|---|---|---| |||**Sample Information**|||[TOC_2]A4 E[TOC]|| |**Client Sample ID:**|**A4 E**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-04**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| |**Analysis Conducted by:**|**Phoenix Environmental Labs, Inc.**|**Phoenix Environmental Labs, Inc.**|||||||| |---|---|---|---|---|---|---|---|---|---| |[TOC_3]Colilert-18[TOC]||||**Results**|||||| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |Fecal Coliforms MPN|**<10**|MPN/100||10.00|-|Colilert-18|08/13/2025 10:40|08/13/2025 18:10|PHO| |||mls||||NY-11301 Certifications:|||| |||**Sample Information**|||[TOC_2]A5 I[TOC]|[TOC_2]A5 I[TOC]| |---|---|---|---|---|---|---| |**Client Sample ID:**|**A5 I**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-05**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| **Analysis Conducted by: Phoenix Environmental Labs, Inc.** |[TOC_3]SM5210B-16[TOC]||||**Results**|||||| |---|---|---|---|---|---|---|---|---|---| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |**Carbonaceous BOD**|**99**|mg/L||46.00|-|SM5210B-16|08/14/2025 13:15|08/14/2025 13:15|PHO| |||||||Certifications: NY-11301|||| |||||**Sample Information**|**Sample Information**|**Sample Information**|||[TOC_2]A6 I[TOC]|[TOC_2]A6 I[TOC]| |---|---|---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**A6 I**||||||||**York Sample ID:**|**N5H0346-06**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Miscellaneous Physical Parameters[TOC]||[TOC_3]Miscellaneous Physical Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Total Suspended Solids**||**64.0**|mg/L||5.00|-|SM 2540D-2015|08/15/2025 06:04|08/15/2025 06:04 08/15/2025 13:27|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 4 of 10 www.YORKLAB.com |||||YORK|YORK|YORK||||| |---|---|---|---|---|---|---|---|---|---|---| |||||**Sample Information**|||||[TOC_2]A7 I[TOC]|| |**Client Sample ID:**|**A7 I**||||||||**York Sample ID:**|**N5H0346-07**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:40 am|August 13, 2025 10:40 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Wet Chemistry Parameters[TOC]||[TOC_3]Wet Chemistry Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Ammonia Nitrogen as N**||**45.0**|mg/L||0.10|-|SM 4500-NH3 D|08/14/2025 09:04|08/14/2025 09:04 08/14/2025 09:04|TCD| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |**Total Kjeldahl Nitrogen**||**45.2**|mg/L||0.40|-|SM 4500-N Org D|08/14/2025 07:20|08/14/2025 07:20 08/15/2025 09:00|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |||**Sample Information**|||[TOC_2]B1 E[TOC]|[TOC_2]B1 E[TOC]| |---|---|---|---|---|---|---| |**Client Sample ID:**|**B1 E**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-08**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| |**Analysis Conducted by:**|**Phoenix Environmental Labs, Inc.**|**Phoenix Environmental Labs, Inc.**|||||||| |---|---|---|---|---|---|---|---|---|---| |[TOC_3]SM5210B-16[TOC]||||**Results**|||||| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |Carbonaceous BOD|**< 4.0**|mg/L||4.00|-|SM5210B-16|08/14/2025 13:15|08/14/2025 13:15|PHO| |||||||NY-11301 Certifications:|||| |||||**Sample Information**|**Sample Information**|**Sample Information**|||[TOC_2]B2 E[TOC]|[TOC_2]B2 E[TOC]| |---|---|---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**B2 E**||||||||**York Sample ID:**|**N5H0346-09**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Miscellaneous Physical Parameters[TOC]||[TOC_3]Miscellaneous Physical Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Total Suspended Solids**||**7.80**|mg/L||1.00|-|SM 2540D-2015|08/18/2025 08:17|08/18/2025 08:17 08/18/2025 13:53|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 5 of 10 www.YORKLAB.com |||YORK||||| |---|---|---|---|---|---|---| |||**Sample Information**|||[TOC_2]B3 E[TOC]|| |**Client Sample ID:**|**B3 E**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-10**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| |[TOC_3]Wet Chemistry Parameters[TOC]|[TOC_3]Wet Chemistry Parameters[TOC]|||**Results**|||||| |---|---|---|---|---|---|---|---|---|---| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |Ammonia Nitrogen as N|**< 0.0500**|mg/L||0.05|-|SM 4500-NH3 D|08/14/2025 09:04|08/14/2025 09:04|TCD| |||||||NYSDOH-NY10854,CTDPH-PH-0840,NJDE Certifications:|||| |**Total Kjeldahl Nitrogen**|**2.15**|mg/L||0.40|-|SM 4500-N Org D|08/14/2025 07:20|08/15/2025 09:00|SMM| |||||||Certifications: NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|||| |||**Sample Information**|||[TOC_2]B4 E[TOC]|[TOC_2]B4 E[TOC]| |---|---|---|---|---|---|---| |**Client Sample ID:**|**B4 E**|||**York Sample ID:**|**York Sample ID:**|**N5H0346-11**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time||Date Received| |N5H0346||Wastewater 2025|Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||Log-in/Sample Notes:|||| **Analysis Conducted by: Phoenix Environmental Labs, Inc.** |[TOC_3]Colilert-18[TOC]|[TOC_3]Colilert-18[TOC]|||**Results**|||||||| |---|---|---|---|---|---|---|---|---|---|---|---| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**||**Analyzed** **Date/Time**||**Analyst**| |**Fecal Coliforms MPN**|**10**|MPN/100||10.00|-|Colilert-18|08/13/2025 10:55|08/13/2025 10:55|08/13/2025 18:45||PHO| |||mls||||Certifications:||NY-11301|||| ||||**Sample Information**|||||||[TOC_2]B5 I[TOC]|| |**Client Sample ID:**|**B5 I**|||||||**York Sample ID:**||**York Sample ID:**|**N5H0346-12**| |York Project (SDG) No.||Client Project ID||||Matrix|Collection Date/Time|||Date Received|| |N5H0346||Wastewater 2025|Wastewater 2025|||Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:||||||Log-in/Sample Notes:|||||| **Analysis Conducted by: Phoenix Environmental Labs, Inc.** ## **Results** |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Prepared** **Date/Time**|**Analyzed** **Date/Time**|**Analyst**| |---|---|---|---|---|---|---|---|---|---| |**Carbonaceous BOD**|**84**|mg/L||46.00|-|SM5210B-16|08/14/2025 13:15|08/14/2025 13:15|PHO| |||||||Certifications: NY-11301|||| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 6 of 10 www.YORKLAB.com |||||YORK|YORK|YORK||||| |---|---|---|---|---|---|---|---|---|---|---| |||||**Sample Information**|||||[TOC_2]B6 I[TOC]|| |**Client Sample ID:**|**B6 I**||||||||**York Sample ID:**|**N5H0346-13**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Miscellaneous Physical Parameters[TOC]||[TOC_3]Miscellaneous Physical Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Total Suspended Solids**||**119**|mg/L||7.14|-|SM 2540D-2015|08/18/2025 08:17|08/18/2025 08:17 08/18/2025 13:53|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |||||**Sample Information**|**Sample Information**|**Sample Information**|||[TOC_2]B7 I[TOC]|[TOC_2]B7 I[TOC]| |---|---|---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**B7 I**||||||||**York Sample ID:**|**N5H0346-14**| |York Project (SDG) No.|||Client Project ID||||Matrix|Collection Date/Time Date Received||| |N5H0346|||Wastewater 2025||||Waste Water|August 13, 2025 10:55 am|August 13, 2025 10:55 am|08/13/2025| |Field Analyses:|||||||Log-in/Sample Notes:|||| |[TOC_3]Wet Chemistry Parameters[TOC]||[TOC_3]Wet Chemistry Parameters[TOC]|||**Results**|||||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**||**Analyst**| |**Ammonia Nitrogen as N**||**7.07**|mg/L||0.05|-|SM 4500-NH3 D|08/14/2025 09:04|08/14/2025 09:04 08/14/2025 09:04|TCD| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| |**Total Kjeldahl Nitrogen**||**21.5**|mg/L||0.40|-|SM 4500-N Org D|08/14/2025 07:20|08/14/2025 07:20 08/15/2025 09:00|SMM| ||||||||Certifications:||NYSDOH-NY10854,CTDPH-PH-0840,NJDEP-CT005,PAD|| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 7 of 10 www.YORKLAB.com ## **Definitions and Other Information** Z-01 mg residue is less than 2.5 mg <10 <10 - Analyte is not certified or the state of the samples origination does not offer certification for the Analyte. MCL The Maximum Contaminant Level (MCL) is the maximum concentration of a chemical that is allowed in public drinking water systems. The MCL is established by the U.S. Environmental Protection Agency (EPA). Some states have MCLs that are equal to or less than the Federally established MCL. The listed MCL value reflects the MCL established by the State where the sample was taken. ## **General Notes for N5H0346** 1. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non-target analytes and matrix interference. The RL(REPORTING LIMIT) is based upon the lowest standard utilized for the calibration where applicable. 2. Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made. 3. York's liability for the above data is limited to the dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc. 5. All analyses conducted met method or Laboratory SOP requirements. See the Sample and Data Qualifiers Section for further information. 6. It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report. 7. This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s) received by York. ## **Approved By:** **Date:** August 22, 2025 Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com Page 8 of 10 [ www.YORKLAB.com 56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 9 of 10 www.YORKLAB.com **==> picture [64 x 11] intentionally omitted <==** **----- Start of picture text -----** Page 10 of 10 **----- End of picture text -----**

References

This document cites or incorporates the following separate documents:

2025-08-012025 08 01 Date of Noncompliance Report 2025 09 28
— pinned to version dated 2025-08-01
Document A is a monthly operational monitoring report for August 2025; Document B is a separate noncompliance action document dated later that references or responds to findings from that report.
2025-10-06EPA Discharge Monitoring Report (DMR) — August 2025
— pinned to version dated 2025-10-06
Both are separate regulatory reports for the same facility and month; Document A is a state SPEDES report and Document B is a federal EPA DMR—different instruments serving different compliance slots.
2025-10-06EPA Discharge Monitoring Report (DMR) — September 2025
— pinned to version dated 2025-10-06
Document A is a routine monthly operational report for August 2025; Document B is a separate noncompliance event report for the same facility citing violations detected in that data, making them distinct board actions linked by subject matter rather than revisions of the same instrument.
2025-09-08Sewer Department Report — August 2025
— pinned to version dated 2025-09-08
Document B is a narrative operational report that references and discusses the August 2025 SPEDES permit data (Document A) as a separate compliance artifact, not a revision of it.
2025-08-01EPA Discharge Monitoring Report (DMR) — August 2025
— pinned to version dated 2025-08-01
Both are separate regulatory compliance reports (SPEDES permit report and EPA DMR) for the same facility and month, each serving distinct statutory reporting slots.
2025-10-06York Lab Technical Report — Wastewater Analysis — August 2025
Document B is the official DMR Copy of Record submission form for the same August 2025 monitoring period data reported in Document A, representing the same singular regulatory filing in two formats.
2025-08-01August 2025 Sewer Report
Document A is a state-mandated SPEDES discharge monitoring report for August 2025; Document B is a separate sewer department report also for August 2025—they are distinct artifacts about the same facility and month, not revisions of the same singular decision or instrument.
2025-08-01DEC Noncompliance Report Form Section
Document A is a monthly operational monitoring report for August 2025; Document B is a separate DEC noncompliance report form section from 2020, addressing different regulatory slots (routine discharge monitoring vs. noncompliance reporting) and separated by years, not iterations of the same instrument.
2025-10-06Facility 1 — August 2025
Both documents report the same WWTP facility's discharge monitoring data for August 2025, with Document B appearing to be a revised or reformatted version of the same monthly compliance report.
2025-10-06Facility 2 — August 2025
Both are separate monthly monitoring reports for the same facility in August 2025, each a distinct regulatory submission artifact rather than revisions of a single decision.
2025-10-06DEC SPEDES Wastewater Facility Operation Reports — August 2025
Both documents report the same August 2025 wastewater facility monitoring data for the same facility (Village of Red Hook, NY-0271420) on the same date, representing the same singular monthly reporting obligation.

Referenced by

These other documents cite or incorporate this one:

2025-09-08Sewer Department Report — August 2025
— pins a specific version of this chain
Document A is an internal operational summary of August activities; Document B is the formal SPDES regulatory discharge monitoring report for the same month—different documents serving different slots (internal review vs. regulatory filing).
2025-10-06Water Department Report — September 2025
Document A is a water supply microbiological report for September 2025; Document B is a wastewater treatment facility discharge monitoring report for August 2025—two separate regulatory compliance documents for different systems (potable water vs. wastewater) filed on the same day but addressing distinct artifacts and regulatory slots.
2025-10-06EPA Discharge Monitoring Report (DMR) — September 2025
Document A is a noncompliance event report for August 2025, while Document B is the complete monthly operational/DMR report for August 2025—two separate regulatory documents about the same facility and month, not revisions of the same instrument.

Recurring pattern

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