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SPEDES Permit Wastewater Facility Report — Plant 2 — September 2025

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    SPEDES Permit Wastewater Facility Report — Plant 2 — September 2025
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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||

(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

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|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

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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|||||| ||||||7.6|||||||||||| ||||||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 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 [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 NAMENUMBER FULL TIMENUMBER PART TIMETOTAL HOURS
Operator6262
Chief Operator3131

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

References

This document cites or incorporates the following separate documents:

  • 2025-10-06York Lab Technical Report — Wastewater Analysis — August 2025
    — pinned to version dated 2025-10-06
    Document A is a state wastewater facility operation report for August 2025; Document B is the EPA DMR (Discharge Monitoring Report) copy of record for the same facility and period—two separate regulatory documents that reference the same underlying data but serve different reporting slots (state vs. federal compliance).
  • 2025-10-06EPA Discharge Monitoring Report (DMR) — September 2025
    — pinned to version dated 2025-10-06
    Document B is a noncompliance report that references and comments on the operational data in Document A; they are separate board artifacts serving different slots (operational reporting vs. violation reporting).
  • 2025-10-06Mayor's Report — September 2025
    Document B is the official DMR Copy of Record form capturing the same August 2025 wastewater facility operational data from Document A, submitted on the same date as a standardized regulatory reporting format of the identical underlying monitoring period.
  • 2025-10-06Amy Smith Water Department Report — October 6, 2025
    Both are separate regulatory reports from different state agencies (DEC wastewater vs. DOH water supply) covering the same facility for the same month but documenting different operational systems and compliance requirements.
  • 2025-10-06Water Department Report — September 2025
    Document A is a wastewater facility operation report and Document B is a water systems operation report for the same facility (Village of Red Hook) in the same month; they are separate regulatory reports filed with different agencies (DEC vs. DOH) occupying different reporting slots, not revisions of the same document.
  • 2025-08-01August 2025 Sewer Report
    Document A is a regulatory SPEDES permit report for August 2025; Document B is a separate sewer department working report also for August 2025—they share a topic but occupy different slots (regulatory filing vs. internal operations review) and are distinct artifacts.
  • 2025-09-08Sewer Department Report — August 2025
    Document B is a narrative operational report that references and discusses the SPEDES permit data (Document A) as a separate regulatory artifact, not a revision of it.
  • 2025-08-012025 08 01 Date of Noncompliance Report 2025 09 28
    Document A is a monthly operational report for August 2025; Document B is a separate compliance action document dated 54 days later referencing noncompliance, making them distinct board actions linked by subject matter rather than revisions of the same instrument.
  • 2025-08-018 2025
    Document A is a monthly operational report for August 2025; Document B appears to be a separate working document dated January 2025 (33 days prior), making them distinct artifacts in different time periods rather than revisions of the same singular decision or instrument.
  • 2025-08-01EPA Discharge Monitoring Report (DMR) — August 2025
    Both are separate regulatory reports (SPEDES permit report and EPA DMR) submitted for the same facility in the same month; they are distinct artifacts with different reporting requirements, not revisions of each other.
  • 2025-10-06DEC SPEDES Wastewater Facility Operation Reports — August 2025
    Both documents are the same SPEDES wastewater facility operation report for Plant 2 (Village of Red Hook, NY-0271420) for August 2025, filed on the same date; Document B is the adopted/final version of Document A.
  • 2025-10-06Facility 1 — August 2025
    Both are separate monthly wastewater facility reports for different facilities (Plant 2 vs. Facility 1) filed on the same date; they are distinct regulatory documents, not revisions of the same instrument.
  • 2025-10-06Facility 2 — August 2025
    Both documents are monthly SPEDES wastewater facility operation reports for the same facility (Village of Red Hook, NY-0271420, Plant 2) covering the same reporting period (August 2025), representing the same slot in the regulatory compliance process.
  • 2025-10-06EPA Discharge Monitoring Report (DMR) — August 2025
    Both are separate regulatory reports on the same facility for the same month; one is a state SPEDES permit report and the other is a federal EPA DMR, each serving distinct compliance slots.

Referenced by

These other documents cite or incorporate this one:

  • 2025-09-08Sewer Department Report — August 2025
    Document A is an operational narrative report for August 2025; Document B is the formal SPEDES permit compliance data table for the same month—two separate artifacts serving different reporting slots (narrative operations vs. regulatory monitoring data).

Recurring pattern

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