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 | | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: March 2026 | - | - | - | - | | 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 | - | - | - | - | | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | - | - | - | - | |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE (°F)||pH (S.U.)||||Settleable Solids (mg/l)||C.B.O.D.5. (mg/l)||Suspended Solids(mg/l)|| ||||Inst.Max. MGD|Dly Average. MGD|Inst.Min. MGD|Influent (2)|Effluent (2)|Influent Minimum|Influent Maximum|Effluent Minimum|Effluent Maximum|Influent Maximum|Effluent Maximum|Influent Type|Effluent Type|Influent Type|Effluent Type| ||1|0.00||0.0256||55.04|51.44|6.50|6.50|7.09|7.09|2.0|<0.1||||| ||2|0.00||0.0232||50.72|53.6|6.58|6.58|7.06|7.06|<0.1|<0.1||||| ||3|0.00||0.0243||48.92|50.54|6.64|6.64|7.16|7.16|<0.1|<0.1||||| ||4|0.00||0.0258||50.7|52.9|6.68|6.68|7.10|7.10|1.0|<0.1||||| ||5|0.00||0.0266||49.4|53.24|6.54|6.54|7.06|7.06|2.0|<0.1|296|2.6|226|2.4| ||6|0.00||0.0292||51.62|53.6|||7.06|7.06|<0.1|<0.1||||| ||7|0.00||0.0263||49.82|52.16|6.59|6.59|7.15|7.15|100|<0.1||||| ||8|0.00||0.0358||54.1|53.78|6.50|6.50|7.09|7.09|<0.1|<0.1||||| ||9|0.00||0.0221||49.28|56.12|6.62|6.62|7.18|7.18|34|<0.1||||| ||10|0.00||0.0248||50.36|53.06|6.74|6.74|7.15|7.15|100|<0.1||||| ||11|0.00||0.0292||55.22|54.86|6.76|6.76|7.17|7.17|33|<0.1||||| ||12|0.20||0.0268||56.7|61.9|6.68|6.68|6.96|6.96|25|<0.1||||| ||13|0.00||0.0279||49.46|52.16|6.57|6.57|7.03|7.03|33|<0.1||||| ||14|0.00||0.0284||51.08|52.52|6.51|6.51|7.15|7.15|6|<0.1||||| ||15|0.00||0.0252||50.36|53.2|6.44|6.44|7.03|7.03|<0.1|<0.1||||| ||16|0.00||0.0265||54.32|54.68|6.59|6.59|7.19|7.19|<0.1|<0.1||||| ||17|0.00||0.0272||51.98|53.96|6.49|6.49|7.13|7.13|<0.1|<0.1||||| ||18|0.00||0.0232||57.56|58.4|6.76|6.76|7.10|7.10|2|<0.1||||| ||19|0.00||0.0267||51.26|52.16|6.61|6.61|7.09|7.09|<0.1|<0.1|243|3.3|191.2|2.2| ||20|0.00||0.0323||49.1|50.18|6.49|6.49|7.10|7.10|<0.1|<0.1||||| ||21|0.00||0.0306||52.16|53.06|6.46|6.46|7.09|7.09|8|<0.1||||| ||22|0.00||0.0311||54.6|55.9|6.43|6.43|6.97|6.97|1|<0.1||||| ||23|0.00||0.0287||53.42|53.42|7.05|7.05|7.05|7.05|95|<0.1||||| ||24|0.00||0.0255||56.84|53.42|6.70|6.70|7.03|7.03|35|<0.1||||| ||25|0.00||0.0271||54.8|53.9|6.69|6.69|7.03|7.03|18|<0.1||||| ||26|0.00||0.0301||55.9|61.1|6.57|6.57|7.08|7.08|<0.1|<0.1||||| ||27|0.00||0.0294||53.6|54.86|6.56|6.56|7.03|7.03|5|<0.1||||| ||28|0.00||0.0285||51.08|52.7|6.69|6.69|7.09|7.09|2|<0.1||||| ||29|0.00||0.0251||55.4|57.02|6.66|6.66|6.99|6.99|72.0|<0.1||||| ||30|0.00||0.0257||56.66|54.68|7.52|7.52|7.11|7.11|7|<0.1||||| ||31|0.00||0.0267||57.38|59.36|6.62|6.62|7.00|7.00|300|<0.1||||| |||Total Precip. 0.20|0.027 Max: 0.0358 Monthly Average|||Influent Effluent Monthly Maximum||Minimum Maximum Minimum Maximum Monthly||||Monthly Monthly Maximum Maximum||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)|| |||||||57.56|61.90|6.43|7.52|6.96|7.19|300.0|0.0|269|3.0|209|2.3| |||||||||||||||%Rem.->|99|%Rem.->|99| |||||||||||||30 Day Average QuantityLoading (1)||0.65 lbs/day||1 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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|FACIL|ITY MAIL|ING ADDRESS (Street, City, Zip|ING ADDRESS (Street, City, Zip|Code)|Code)|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||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|||72.0|72.0|||||| ||2|||64.8|64.8|||||| ||3|||71.1|71.1|||||| ||4|||74.0|74.0|||Odor complaint linked to septic truck in area||| ||5|||72.0|72.0||<1.0|||| ||6|||73.0|73.0|||||| ||7|||74.0|74.0|||||| ||8|||75.0|75.0|||||| ||9|||74.0|74.0|||||| ||10|||74.0|74.0|||||| ||11|||75.0|75.0|||||| ||12|||75.0|75.0|||||| ||13|||72.0|72.0|||||| ||14|||74.0|74.0|||||| ||15|||72.0|72.0|||||| ||16|||74.0|74.0|||||| ||17|||73.0|73.0|||||| ||18|||ON|ON|||||| ||19|||ON|ON||<1|||| ||20|||ON|ON|||||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||||| ||24|||ON|ON|||||| ||25|||ON|ON|||||| ||26|||ON|ON|||||| ||27|||ON|ON|||||| ||28|||ON|ON|||||| ||29|||ON|ON|||||| ||30|||ON|ON|||||| ||31|||ON|ON|||Odor complaint. Unverifiable at time of inspection. WWTP operating well.||| |||Influent mg/l 30 day flow-weighte|Effluent mg/l d avg mean(1)|Minimum(1) Maximum(1) Monthly||<1 30 day geometric mean(1)||||| |||||648|750|||||| |||||.|.|||||| |||lbs/day|||||||||
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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|||||||||||Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Day | Date | Influent | - | Influent | - | Influent | - | Influent | - | Recirculation | Media effluent | Mixed Liquor | - | - | Return Act. | | - | 1 | Effluent | - | Effluent | - | Effluent | - | Effluent | - | Rate | settleable solids | S.S. (MLSS) | - | - | Waste Act. | | - | 2 | NH3 | - | DO | - | TKN | - | UOD | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||12.1|||||||||||| ||||||14.1|||||||||||| ||||||13.2|||||||||||| ||||||12.6|||||||||||| ||||||11.8|||||||||||| ||||||12.0|||||||||||| ||||||11.3|||||||||||| ||||||11.6|||||||||||| ||||||10.3|||||||||||| ||||0.959||10.7||3.8||17.10|||||||| ||||||10.5|||||||||||| ||||||12.4|||||||||||| ||||||10.6|||||||||||| ||||||10.8|||||||||||| ||||||10.3|||||||||||| ||||||10.1|||||||||||| ||||||11.1|||||||||||| ||||||13.1|||||||||||| ||||<0.1||12.1||4.15||23.63|||||||| ||||||11.2|||||||||||| ||||||10.6|||||||||||| ||||||10.7|||||||||||| ||||||10.1|||||||||||| ||||||11.2|||||||||||| ||||||11.8|||||||||||| ||||||10.7|||||||||||| ||||||9.9|||||||||||| ||||||10.2|||||||||||| ||||||11.3|||||||||||| ||||||10.3|||||||||||| ||||||10.0|||||||||||| |Min:||||||||||||||||| ||||||9.9|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||Max:||||Max:||Max:||||||||| ||||0.959||||4.2||23.63|||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc
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Effect on Receiving Stream
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----- Start of picture text -----
Name of Receiving Stream Subtrib of Saw Kill Date Station Parameter Result ----- End of picture text -----
TRUCKED WASTE RECEIVED THIS MONTH
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1- Septage, holding tank waste and portable toilet waste Total Max day Volume (Gal.) 2- All other wastes 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
==> picture [194 x 179] intentionally omitted <==
----- Start of picture text -----
Name and amount of chemicals used in treatment process during month: a. gallons b. gallons c. Gallons d. lbs. e. Gallons f. Gallons Amount of ecectrical power consumed: a. Commercial kilowatt hours b. Stand-by kilowatt hours Amount of fuel consumed: a. Natural Gas cubic feet b. Oil gallons c. Gasoline gallons d. Coal. tons e. Digester Gas cubic feet f. propane gallons ----- End of picture text -----
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----- Start of picture text -----
Sludge removal from plant: a. amount 4000 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:
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----- Start of picture text -----
POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS 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. ----- End of picture text -----
Leslie A Coon Jr.
Signature of Chief Operator or Designated Facility Representative
4/14/2026
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|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE FACILITY NAME NY-0271420 Village of Red Hook||||||FACILITY OWNER MONTH OF: March 2026 same||||||FACILITY L||OCATION Red Hook, NY|||| |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(°F)||pH(S.U.)||||Settleable Solids(mg/l)||C.B.O.D.5.(mg/l)||Suspended Solids(ml/l)|| ||||Inst.Max. MGD|Dly Average. MGD|Inst.Min. MGD|Influent (2)|Effluent (2)|Influent Minimum|Influent Maximum|Effluent Minimum|Effluent Maximum|Influent Maximum|Effluent Maximum|Influent Type|Effluent Type|Influent Type|Effluent Type| ||1|0.00||0.010||53.6|62.06|7.61|7.61|7.85|7.85|4.0|<0.1||||| ||2|0.00||0.008||57.38|57.74|7.59|7.59|7.29|7.29|1|<0.1||||| ||3|0.00||0.007||54.14|61.7|7.57|7.57|7.22|7.22|<0.1|<0.1||||| ||4|0.00||0.010||52.3|53.2|7.67|7.67|7.84|7.84|15.0|<0.1||||| ||5|0.00||0.008||52.1|53.9|7.91|7.91|7.65|7.65|8.5|<0.1|201|5.2|276|6.4| ||6|0.00||0.008||52.7|53.06|7.77|7.77|7.48|7.48|12|<0.1||||| ||7|0.00||0.007||55.04|55.22|7.71|7.71|7.36|7.36|12|<0.1||||| ||8|0.00||0.009||55.1|56.1|7.69|7.69|7.67|7.67|<0.1|<0.1||||| ||9|0.00||0.003||56.48|56.66|7.24|7.24|7.32|7.32|24|<0.1||||| ||10|0.00||0.003||55.22|57.92|7.40|7.40|7.43|7.43|2|<0.1||||| ||11|0.00||0.004||57.2|59|7.63|7.63|7.73|7.73|8|<0.1||||| ||12|0.20||0.008||58.1|59.4|7.63|7.63|7.29|7.29|7|<0.1||||| ||13|0.00||0.010||57.2|68.46|7.32|7.32|7.27|7.27|11|<0.1||||| ||14|0.00||0.011||54.86|55.4|7.60|7.60|7.27|7.27|34|<0.1||||| ||15|0.00||0.008||51.09|54.3|7.66|7.66|7.70|7.70|14|<0.1||||| ||16|0.00||0.006||55.22|59.72|7.74|7.74|7.71|7.71|11|<0.1||||| ||17|0.00||0.009||56.48|59.9|7.44|7.44|7.52|7.52|2.5|<0.1||||| ||18|0.00||0.006||54.8|57.2|7.63|7.63|7.85|7.85|3|<0.1||||| ||19|0.00||0.005||52.1|52.8|7.70|7.70|7.54|7.54|2.0|<0.1|179|2.5|220.5|4.8| ||20|0.00||0.011||55.4|56.48|7.64|7.64|7.38|7.38|20|<0.1||||| ||21|0.00||0.006||56.48|56.12|7.53|7.53|7.30|7.30|25|<0.1||||| ||22|0.00||0.005||55.04|56.3|7.60|7.60|7.81|7.81|2|<0.1||||| ||23|0.00||0.009||56.84|58.1|7.46|7.46|7.28|7.28|14|<0.1||||| ||24|0.00||0.006||56.84|58.1|7.56|7.56|7.20|7.20|24|<0.1||||| ||25|0.00||0.005||55|59.1|7.39|7.39|7.67|7.67|2|<0.1||||| ||26|0.00||0.004||55.5|57.3|7.45|7.45|7.70|7.70|<0.1|<0.1||||| ||27|0.00||0.010||57.38|57.02|7.33|7.33|7.29|7.29|8|<0.1||||| ||28|0.00||0.007||54.8|61.7|7.30|7.30|7.34|7.34|2|<0.1||||| ||29|0.00||0.004||57.5|55.4|7.47|7.47|7.68|7.68|<0.1|<0.1||||| ||30|0.00||0.011||59.36|58.46|7.51|7.51|7.24|7.24|25|<0.1||||| ||31|0.00||0.009||59.9|61.16|7.31|7.31|7.17|7.17|56|<0.1||||| |||Total Precip. 0.20|0.007 Max: 0.011 Monthly Average|||Influent Effluent Monthly Maximum||Minimum Maximum Minimum Maximum Monthly||||Monthly Monthly Maximum Maximum||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)||inf.(mg/l) eff.(mg/l) 30 day flow-weighted avg (1)|| |||||||59.90|68.46|7.24|7.91|7.17|7.85|56.0|<0.1|192|4.1| 253| 5.7| |||||||||||||||%Rem.->|98|%Rem.->|98| |||||||||||||30 Day Average Quantity Loading (1)||0.22 lbs/day||0 lbs/day||
- (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, etc
(2) If Temperature is measured more than once a day, report the average for the day
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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|CHIEF OPERTATOR'S NAME Leslie A Coon Jr|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent Type|Effluent Type|Contact|Effluent|Effluent MF or MPN/100ml||||| |||||Minimum|Maximum|||||| ||1|||69.5|100.0|||||| ||2|||32.6|100.0|||||| ||3|||34.7|100.0|||||| ||4|||64.0|100.0|||||| ||5|||71.0|100.0||<1|||| ||6|||46.2|100.0|||||| ||7|||41.5|100.0|||||| ||8|||47.0|100.0|||||| ||9|||37.8|100.0|||||| ||10|||39.6|100.0|||||| ||11|||93.4|100.0|||||| ||12|||54.6|100.0|||||| ||13|||51.4|100.0|||||| ||14|||44.3|100.0|||||| ||15|||61.7|100.0|||||| ||16|||60.1|100.0|||||| ||17|||33.3|100.0|||||| ||18|||48.6|100.0|||||| ||19|||62.0|100.0||<1|||| ||20|||41.0|100.0|||||| ||21|||41.0|100.0|||||| ||22|||55.0|100.0|||||| ||23|||50.9|100.0|||||| ||24|||29.6|100.0|||||| ||25|||45.2|100.0|||||| ||26|||48.0|100.0|||||| ||27|||27.6|100.0|||||| ||28|||26.0|100.0|||||| ||29|||37.0|100.0|||||| ||30|||21.5|100.0|||||| ||31|||21.3|100.0|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||<1 30 day geometric mean(1)||||| |||||213|1000|||||| |||||.|.|||||| |||lbs/day|||||||||
- (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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 | - | DO | - | TKN | - | UOD | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||11.9|||||||||||| ||||||13.1|||||||||||| ||||||12.2|||||||||||| ||||||12.1|||||||||||| ||||0.3||11.7||2.6||19.50|||||||| ||||||11.1|||||||||||| ||||||10.7|||||||||||| ||||||10.4|||||||||||| ||||||10.1|||||||||||| ||||||10.2|||||||||||| ||||||10.1|||||||||||| ||||||11.4|||||||||||| ||||||9.6|||||||||||| ||||||10.3|||||||||||| ||||||10.3|||||||||||| ||||||9.9|||||||||||| ||||||10.6|||||||||||| ||||||12.9|||||||||||| ||||<0.1||11.6||3.84||21.03|||||||| ||||||11.0|||||||||||| ||||||10.2|||||||||||| ||||||10.2|||||||||||| ||||||9.9|||||||||||| ||||||10.7|||||||||||| ||||||11.4|||||||||||| ||||||11.1|||||||||||| ||||||9.8|||||||||||| ||||||10.2|||||||||||| ||||||11.6|||||||||||| ||||||10.4|||||||||||| ||||||10.0|||||||||||| |Min:||||||||||||||||| ||||||9.6|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||MAX:||||MAX:||Max:||||||||| ||||0.3||||3.84||21.03|||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||
- (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc
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 | ||||||
| Subtrib of Saw Kill | ||||||
| Date | ||||||
| Station | ||||||
| Parameter | ||||||
| Result | ||||||
TRUCKED WASTE RECEIVED THIS MONTH
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----- 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 [120 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 | kilowatt hours | | b. Stand-by | - | | Amount of fuel | - | | a. Natural Gas | - | | b. Oil | - | | c. Gasoline | - | | d. Coal. | - | | e. Digester Ga | - | | f. propane | - | ||kilowatt hours| ||consumed: cubic feet| ||gallons| ||gallons| ||tons| ||s cubic feet| ||gallons|
- Sludge removal from plant: a. amount b. solid content c. Volitile Solids Content d. Disposal Site:
Other Solid Wastes: a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site
Digester Gas Wasted
Labor expended:
| Labor expended: | |||
|---|---|---|---|
| POSITION NAME | NUMBER FULL TIME | NUMBER PART TIME | TOTAL HOURS |
| 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
4/14/2026 Date