New York State Department of Environmental Conservation Division of Water
92-15-7 (11/95)-- 27c
Page 1 of 4
|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|92-15-7 (11/95)-- 27c New York State Department of Environmental Conservati Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | SPEDES PRMIT NO. | - | - | - | - | - | - | - | - | - | - | - | FACILITY L | - | OCATION | | FACILITY OWNER | - | - | - | - | - | - | - | - | - | - | - | - | - | Red Hook, NY | | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: September 2025 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | FACILITY NAME | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | NY-0271420 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Village of Red Hook | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | same | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(°F)||pH(S.U.)||||Settleable Solids(mg/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|0.00||0.005|||71.3|||7.74|7.74||<0.1||||| ||2|0.00||0.006|||70.8|||8.30|8.30||<0.1||||| ||3|0.00||0.005|||72.4|||8.35|8.35||<0.1||||| ||4|0.00||0.007|||72.7|||8.32|8.32||<0.1||||| ||5|0.80||0.006|||73.2|||8.30|8.30||<0.1||||| ||6|0.00||0.006|||73|||7.98|7.98||<0.1||||| ||7|0.00||0.007|||74.1|||8.00|8.00||<0.1||||| ||8|0.00||0.009|||73.8|||8.21|8.21||<0.1||||| ||9|0.00||0.003|||73.6|||8.30|8.30||<0.1||||| ||10|0.00||0.010|||74.2|||8.20|8.20||<0.1||||| ||11|0.00||0.007|||71.5|||8.10|8.10||<0.1||||| ||12|0.00||0.006|||72.8|||8.50|8.50||<0.1||||| ||13|0.00||0.006|||72.9|||8.20|8.20||<0.1||||| ||14|0.00||0.005|||73.6|||8.10|8.10||<0.1||||| ||15|0.00||0.007|||74.4|||8.40|8.40||<0.1||||| ||16|0.00||0.003|||74.6|||8.20|8.20||<0.1||||| ||17|0.00||0.006|||72.8|||8.20|8.20||<0.1||||| ||18|0.00||0.007|||73.1|||7.90|7.90||<0.1|87|3.2|261.2|1.4| ||19|0.00||0.007|||73.2|||7.70|7.70||<0.1||||| ||20|0.00||0.009|||72.1|||8.40|8.40||<0.1||||| ||21|0.00||0.005|||72.5|||8.30|8.30||<0.1||||| ||22|0.00||0.006|||72.5|||8.40|8.40||<0.1||||| ||23|0.00||0.006|||72.1|||8.30|8.30||<0.1||||| ||24|0.00||0.006|||72.2|||8.30|8.30||<0.1||||| ||25|1.50||0.005|||73.3|||8.10|8.10||<0.1|94|2.0|158|1.3| ||26|0.75||0.007|||74.8|||8.20|8.20||<0.1||||| ||27|0.00||0.009|||75|||8.20|8.20||<0.1||||| ||28|0.00||0.006|||74.7|||8.30|8.30||<0.1||||| ||29|0.00||0.011|||74.2|||8.30|8.30||<0.1||||| ||30|0.00||0.001|||72.2|||8.10|8.10||<0.1||||| ||31||||||||||||||||| | Total | - | - | Influent | - | - | - | - | - | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Effluent | - | - | - | - | - | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 3.05 | - | - | Minimum | - | - | - | - | - | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | - | - | Maximum | - | - | - | - | - | - | - | - | Maximum | - | - | - | - | | - | - | - | Minimum | - | - | - | - | - | - | - | - | 0.0 | - | - | - | - | | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.006 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 75 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 7.7 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 8.5 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Max: | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.011 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||||||||||0.0||||| |||||||||||||||%Rem.->|#DIV/0!|%Rem.->|#DIV/0!| |||||||||||||30 Day Average Quantity Loading (1)||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
(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
|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|||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|||||| ||14|||on|on|||||| ||15|||on|on|||||| ||16|||on|on|||||| ||17|||on|on|||||| ||18|||on|on||4.1|||| ||19|||on|on|||||| ||20|||on|on|||||| ||21|||on|on|||||| ||22|||on|on|||||| ||23|||on|on|||||| ||24|||on|on|||||| ||25|||on|on||3|||| ||26|||on|on|||||| ||27|||on|on|||||| ||28|||on|on|||||| ||29|||on|on|||||| ||30|||on|on|||||| ||31|||on|on|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||3.5 30 day geometric mean(1)||||| |||||00|00|||||| |||||.|.|||||| |||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 | - | - | - | - | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||8.4|||||||||||| ||||||8.3|||||||||||| ||||||8.2|||||||||||| ||||||8.3|||||||||||| ||||||8.7|||||||||||| ||||||8.3|||||||||||| ||||||7.9|||||||||||| ||||||8.2|||||||||||| ||||||8.0|||||||||||| ||||||7.7|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.9|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.8|||||||||||| ||||||11.3|||||||||||| ||||<0.05||8.7|||||||||||| ||||||9.1|||||||||||| ||||||8.3|||||||||||| ||||||9.1|||||||||||| ||||||9.9|||||||||||| ||||||8.3|||||||||||| ||||||8.0|||||||||||| ||||<0.05||9.5|||||||||||| ||||||9.2|||||||||||| ||||||8.4|||||||||||| ||||||8.3|||||||||||| ||||||7.8|||||||||||| ||||||7.0|||||||||||| |||||||||||||||||| |||MAX:||MIN:||||||||||||| ||||||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 [178 x 20] 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 12] intentionally omitted <==
----- Start of picture text -----
Volume (Gal.) 2- All other wastes ----- End of picture text -----
==> 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 | ount of chemicals used in treatment process | m plant: | | during month: | Sludge removal fro | 5000 | | a. | a. amount | - | | - | gallons | - | | - | b. solid content | - | | - | gallons | - | | - | c. Volitile Solids C | - | | - | Gallons | - | | - | d. Disposal Site: | - | | - | lbs. | - | | - | Gallons | - | | - | Gallons | - | | - | ctrical power consumed: | - | | - | Other Solid Waste | - | | - | kilowatt hours | - | | - | a. Screenings | - | | - | kilowatt hours | - | | - | b. Grit | - | | - | c. Ashes | - | | - | consumed: | - | | - | d. | - | | - | cubic feet | - | | - | e. | - | | - | gallons | - | | - | f. | - | | - | gallons | - | | - | g. Disposal Site | - | | - | tons | - | | - | s | - | | - | cubic feet | - | | - | gallons | - | | - | Digester Gas Was | - | |||| |b.||ontent| |c.||Superior Sanitation| |d.||s:| |e.||| |f.||| Amount of ece a. Commercial b. Stand-by Amount of fuel a. Natural Gas b. Oil c. Gasoline d. Coal. e. Digester Ga f. propane
|||| |||| |||| |||| |||| |||| |||ted|
Labor expended:
| Labor expended: | |||
|---|---|---|---|
| POSITION NAME | NUMBER FULL TIME | NUMBER PART TIME | TOTAL HOURS |
| Operator | 240 | 240 | |
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
10/28/2025 Date