Red Hook WatchIndependent Community Resource

NYS DEC SPEDES Operation Report — Facility 2

↑Meetings/Document history/chain_2792
1 versions2026-02-05attached document

Versions

  1. 12026-02-05
    NYS DEC SPEDES Operation Report — Facility 2
    attached document

Document

Open original PDFView version history →Meeting on 2026-02-05 →

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|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|N|N|ew York State Department of Environmental Conservati Division of Water|ew York State Department of Environmental Conservati Division of Water|ew York State Department of Environmental Conservati Division of Water|ew 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 Village of Red Hook||||||MONTH OF:||FACILITY 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(mg/l)||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||0.005|||67.1|||7.70|7.70||<0.1||||| ||2|0.00||0.005|||58.1|||7.80|7.80||<0.1||||| ||3|0.00||0.003|||54.9|||7.00|7.00||<0.1||||| ||4|0.00||0.009|||58.6|||7.00|7.00||<0.1|||580|16.6| ||5|0.00||0.003|||63|||7.60|7.60||<0.1||||| ||6|0.00||0.004|||63.3|||8.00|8.00||<0.1||||| ||7|0.00||0.007|||60.8|||7.50|7.50||<0.1||||| ||8|0.00||0.002|||65.7|||7.50|7.50||<0.1||||| ||9|0.00||0.007|||61.7|||7.80|7.80||<0.1||||| ||10|0.00||0.005|||55|||7.50|7.50||<0.1||||| ||11|0.00||0.007|||64.2|||7.70|7.70||<0.1||||| ||12|0.00||0.005|||66.9|||7.10|7.10||<0.1||||| ||13|0.00||0.01|||62.8|||7.50|7.50||<0.1||||| ||14|0.00||0.011|||62.8|||7.40|7.40||<0.1||||| ||15|0.00||0.006|||59.9|||7.70|7.70||<0.1||||| ||16|0.00||0.008|||70.1|||7.60|7.60||<0.1||||| ||17|0.00||0.007|||57.6|||7.00|7.00||<0.1||||| ||18|0.00||0.007|||59|||7.50|7.50||<0.1||||| ||19|0.00||0.008|||62.4|||7.50|7.50||<0.1|292|3.7|190|10.2| ||20|0.00||0.005|||66.4|||7.50|7.50||<0.1||||| ||21|0.00||0.007|||66.8|||7.40|7.40||<0.1||||| ||22|0.00||0.004|||62.6|||7.70|7.70||<0.1||||| ||23|0.00||0.014|||63.7|||7.80|7.80||<0.1||||| ||24|0.00||0.01|||68.6|||7.50|7.50||<0.1||||| ||25|0.00||0.01|||63.7|||7.40|7.40||<0.1||||| ||26|0.00||0.007|||59.5|||7.70|7.70||<0.1||||| ||27|0.00||0.005|||53.8|||7.40|7.40||<0.1||||| ||28|0.00||0.007|||65.1|||7.50|7.50||<0.1||||| ||29|0.00||0.003|||56.3|||7.40|7.40||<0.1||||| ||30|0.00||0.006|||62.1|||7.70|7.70||<0.1||||| ||31|0.00||0.007|||69.1|||7.60|7.60||<0.1||||| | Total | 0.007 | - | - | Influent | - | Minimum | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | Max: | - | - | Effluent | - | Maximum | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 0.00 | 0.014 | - | - | 70 | - | Minimum | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | Monthly | - | - | Monthly Maximum | - | Maximum | - | - | - | Maximum | - | - | - | - | | - | Average | - | - | - | - | 7.0 | - | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | 8.0 | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | - | ||||||||||||||0.0|292|3.7| 190| 10.2| |||||||||||||||%Rem.->|99|%Rem.->|95| |||||||||||||30 Day Average Quantity Loading (1)||0.25 lbs/day||0.68 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|||0.0|0.0|||||| ||2|||0.0|0.0|||||| ||3|||0.0|0.0|||||| ||4|||0.0|0.0|>|2419.6|||| ||5|||0.0|0.0|||||| ||6|||0.0|0.0|||||| ||7|||0.0|0.0|||||| ||8|||0.0|0.0|||||| ||9|||0.0|0.0|||||| ||10|||0.0|0.0|||||| ||11|||0.0|0.0|||||| ||12|||0.0|0.0|||||| ||13|||0.0|0.0|||||| ||14|||0.0|0.0|||||| ||15|||0.0|0.0|||||| ||16|||0.0|0.0|||||| ||17|||0.0|0.0|||||| ||18|||0.0|0.0|||||| ||19|||0.0|0.0||2|||| ||20|||0.0|0.0|||||| ||21|||0.0|0.0|||||| ||22|||0.0|0.0|||||| ||23|||0.0|0.0|||||| ||24|||0.0|0.0|||||| ||25|||0.0|0.0|||||| ||26|||0.0|0.0|||||| ||27|||0.0|0.0|||||| ||28|||0.0|0.0|||||| ||29|||0.0|0.0|||||| ||30|||0.0|0.0|||||| ||31|||0.0|0.0|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||> 70 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 | - | 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|||||| ||||||9.1|||||||||||| ||||||8.8|||||||||||| ||||||7.3|||||||||||| ||||0.297||9.1|||||||||||| ||||||9.2|||||||||||| ||||||9.1|||||||||||| ||||||9.0|||||||||||| ||||||9.2|||||||||||| ||||||7.5|||||||||||| ||||||10.2|||||||||||| ||||||9.7|||||||||||| ||||||13.4|||||||||||| ||||||9.5|||||||||||| ||||||9.2|||||||||||| ||||||9.8|||||||||||| ||||||12.4|||||||||||| ||||||13.7|||||||||||| ||||||8.8|||||||||||| ||||0.468||8.8||1.96||14.37|||||||| ||||||9.2|||||||||||| ||||||8.9|||||||||||| ||||||9.0|||||||||||| ||||||9.7|||||||||||| ||||||10.0|||||||||||| ||||||10.6|||||||||||| ||||||9.2|||||||||||| ||||||11.2|||||||||||| ||||||10.2|||||||||||| ||||||10.5|||||||||||| ||||||11.3|||||||||||| ||||||10.1|||||||||||| |Min:||||||||||||||||| ||||||7.3|||||||||||| |||||||||||||||||| |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 StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving Stream
Name of Receiving Stream
Shanty Hollow Creek
Date
Station
Parameter
Result

TRUCKED WASTE RECEIVED THIS MONTH

==> picture [178 x 56] intentionally omitted <==

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

1- Septage, holding tank waste and portable toilet waste Total Max day 2- All other wastes 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 -----

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

  • a.Septage,etc

  • b. All others

|||m plant: #REF!|m plant: #REF!| |---|---|---|---| ||||| |||ontent|| |||Superior Sanitation|| |||s:|| ||||| ||||| ||||| ||||| ||||| ||||| ||||| |||ted|| |POSITION NAME|NUMBER FULL TIME|NUMBER PART TIME|TOTAL HOURS| |Operator|||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| |||||

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

Date

References

This document cites or incorporates the following separate documents:

Referenced by

These other documents cite or incorporate this one:

  • 2026-01-011 2026
    Document B is a separate NYS DEC SPEDES operational report on a facility, not a revision of Document A; the 2227-day gap and distinct document types indicate these are separate artifacts linked by subject matter rather than iterations of the same instrument.
  • 2026-02-09SPEDES Facility Operation Report — January 2026 (Facility 2)
    Both are standalone monthly operational reports for the same facility submitted to regulatory authorities; they are separate artifacts documenting different time periods, not revisions of the same singular decision or document.
  • 2026-02-09EPA Discharge Monitoring Report — January 2026
    Both are separate regulatory reports on the same facility for overlapping periods; one is an EPA DMR (January 2026) and the other is a NYS DEC SPEDES report (undated but filed Feb 5), each serving distinct compliance slots.
  • 2026-04-09Report Noncompliance Event — DEC SPDES Permit Violation
    Document A is a noncompliance event report filed with DEC; Document B is a separate operational report for the same facility—they are distinct board/regulatory documents that may reference the same facility but occupy different reporting slots.

Recurring pattern

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