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SPDES Monthly Operations Form — Facility 2

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5 versions2026-04-14 → 2026-05-11attached document

Versions

  1. 12026-04-14
    Wastewater Facility Operation Report for the Month of March 2026
    working document
  2. 22026-05-11
    Sewer Department Report and Operations Form — May 11, 2026
    attached documentmeeting · 2026-05-11
  3. 32026-05-11
    Sewer Report narrative — May 11, 2026
    attached documentmeeting · 2026-05-11
  4. 42026-05-11
    SPDES Monthly Operations Form — Facility 1
    attached documentmeeting · 2026-05-11
  5. 52026-05-11
    SPDES Monthly Operations Form — Facility 2
    attached documentmeeting · 2026-05-11

Latest version

Open original PDFView version history →Meeting on 2026-05-11 →

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

Page 2 of 4

|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

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

Page 4 of 4

Effect on Receiving Stream

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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

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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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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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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

Changes between versions

2026-04-14→2026-05-11
substantive change+12 −646

Document B adds a narrative Sewer Department Report section to the existing March 2026 Wastewater Operation Report.

  • Added narrative section: 'Sewer Report - May 11, 2026' containing meeting attendance (H20 Innovation, Red Hook Village DPW, Delaware Engineering, Mayor Smythe, Trustee Allen, and Village Clerk Cavanaugh) and operational updates.
  • Added discussion of USDA site visit on April 16th and new alarm system implementation.
  • Added information regarding future projects: renegotiating energy prices, solar technology, a new EQ tank funded by a Dutchess County Grant, and expanded sewer system plans by Delaware Engineering.
  • Document date changed from 2026-04-14 to 2026-05-11
Show red-line diff
## **Sewer Report - May 11, 2026** The team meets two times per month to discuss operations, maintenance, and future planning. Those in attendance include H20 Innovation, Red Hook Village DPW, Delaware Engineering, Mayor Smythe, Trustee Allen, and Village Clerk Cavanaugh. At our April 16th meeting we were visited by the USDA who had investigated the site for potential energy and cost savings. They expressed genuine admiration for the operations team and really celebrated the work that was being put in. We received a few good tips moving forward - for the most part, they observed the plant was running nearly as well as it could, by their standards. Aside from the USDA report, the team discussed a newly installed alarm system within the WWTP. It has been effective in monitoring the plant, though it needs tweaking. Over the past month there have been two alarms notifying the staff of the issue immediately. Because of this new notification system, neither matter became significant. As the alarm system has become integral to smooth operations, we are receiving a quote for enhancing it. At the most recent April 27th meeting we primarily discussed the future - including renegotiating energy prices, incorporating solar technology, and with other cost-effective considerations for future operations. In the very near future, the Village will be installing a new EQ tank - essential for current operations, the cost covered by a Dutchess County Grant. This will continue to ease the pressures on the current system. Simultaneously, Delaware Engineering is developing plans for the roll out of an expanded sewer system. **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.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.027**<br>Max:<br>**0.0358**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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<br>QuantityLoading (1)||**0.65**<br>lbs/day||**1**<br>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 |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<br>CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHOR|US(mg/l)|Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter any other comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>30 day flow-weighte|Effluent mg/l<br>d avg mean(1)|Minimum(1) Maximum(1)<br>Monthly||**<1**<br>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 Page 3 of 4 |||||||||||Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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 Page 4 of 4 ## **Effect on Receiving Stream** **==> picture [240 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> Name of Receiving Stream<br>Subtrib of Saw Kill<br>Date Station Parameter Result<br>**----- End of picture text -----**<br> ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [171 x 70] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>Volume (Gal.)<br>2- All other wastes<br>Total Max day<br>**----- End of picture text -----**<br> - **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 -----**<br> Name and amount of chemicals used in treatment process<br>during month:<br>a. gallons<br>b. gallons<br>c. Gallons<br>d. lbs.<br>e. Gallons<br>f. Gallons<br>Amount of ecectrical power consumed:<br>a. Commercial kilowatt hours<br>b. Stand-by kilowatt hours<br>Amount of fuel consumed:<br>a. Natural Gas cubic feet<br>b. Oil gallons<br>c. Gasoline gallons<br>d. Coal. tons<br>e. Digester Gas cubic feet<br>f. propane gallons<br>**----- End of picture text -----**<br> **==> picture [174 x 44] intentionally omitted <==** **----- Start of picture text -----**<br> Sludge removal from plant:<br>a. amount 4000<br>b. solid content<br>c. Volitile Solids Content<br>d. Disposal Site: Superior Sanitation<br>**----- End of picture text -----**<br> Other Solid Wastes: a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site Digester Gas Wasted Labor expended: **==> picture [405 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Operator 31 31<br>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<br>made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>**----- End of picture text -----**<br> ## Leslie A Coon Jr. Signature of Chief Operator or Designated Facility Representative 4/14/2026 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**|**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<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO.<br>**WASTEWATER FACILITY OPERATION REPORT FOR THE**<br>FACILITY NAME<br>**NY-0271420**<br>**Village of Red Hook**||||||FACILITY OWNER<br>**MONTH OF: March 2026**<br>**same**||||||FACILITY L||OCATION<br>**Red Hook, NY**|||| |DAY|DATE|Daily Precip.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.007**<br>Max:<br>**0.011**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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**|<br>**253**|<br>**5.7**| |||||||||||||||%Rem.->|**98**|%Rem.->|**98**| |||||||||||||30 Day Average<br>Quantity Loading (1)||**0.22**<br>lbs/day||**0**<br>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<br>Leslie A Coon Jr|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>Effluent mg/l<br>30 day flow-weighted avg mean(1)||Minimum(1)<br>Maximum(1)<br>Monthly||**<1**<br>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<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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<br>Subtrib of Saw Kill||||||| |Date<br>Station<br>Parameter<br>Result||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [178 x 20] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>**----- End of picture text -----**<br> Volume (Gal.) - **2-** All other wastes **==> picture [120 x 5] intentionally omitted <==** **----- Start of picture text -----**<br> Total Max day<br>**----- End of picture text -----**<br> - **3-** Number of Part 364 haulers currently approved to transport wastes to this POTW - a.Septage,etc - b. All others |Name and am<br>during month:<br>a.|ount of chemicals used in treatment process<br>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:<br>cubic feet| ||gallons| ||gallons| ||tons| ||s<br>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 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:**<br>**From 03/01/26 to 03/31/26**||||||**DMR Due Date:**||||**04/28/26**||||||**Status:**<br>**NetDMR Validated**||||| |**_Considerations for Form Completion_**||||||||||||||||||||| |||||||||||||||||||||| |**_Principal Executive Officer_**||||||||||||||||||||| |**First Name:**<br>Karen<br>**Last Name:**<br>Smythe||||||**Title:**||||Mayor|||||**Telephone:**<br>845-758-1081|||||| |**_No Data Indicator (NODI)_**||||||||||||||||||||| |**Form NODI:**<br>--||||||||||||||||||||| ||**Parameter**|**Monitoring Location**|**Season #**|**Param. NODI**|||**Quantity or Loading**||||||||**Quality or Concentration**|||**# of Ex.**|**Frequency of Analysis**|<br>**Sample Type**| |**Code**|**Name**|||||**Qualifier 1**|<br>**Value 1**|**Qualifier 2**|**Value 2**|<br>**Units**|**Qualifier 1**|<br>**Value 1**|**Qualifier 2**|<br>**Value 2**|**Qualifier 3**|<br>**Value 3**|**Units**|||| |00011|**Temperature, water deg. fahrenheit**|1 - Effluent Gross|0|--|**Sample**||||||||||=|61.9|15 - degF||01/01 - Daily|GR - Grab| ||||||**Permit Req.**||||||||||<=|70.0 DAILY MX|15 - degF||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00181|**Oxygen demand, ultimate**|1 - Effluent Gross|0|--|**Sample**||||||||||=|23.63|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit Req.**||||||||||<=|34.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00300|**Oxygen, dissolved [DO]**|1 - Effluent Gross|0|--|**Sample**||||||=|9.9|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Permit Req.**||||||>=|7.0 DAILY MN|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**|||||||||||||||| |00400|**pH**|1 - Effluent Gross|0|--|**Sample**||||||=|6.96|||=|7.19|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**||||||||||=|2.3|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|2|--|**Sample**||||||||||=|0.959|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit Req.**||||||||||<=|1.81 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**|=|0.027|||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**||||||||<|1.0|<|1.0|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 none of the following fields will be submitted for that row: Units, Number of Excursions, Frequency of Analysis, and Sample Type.|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_**||| |_No errors._||| |**_Comments_**||| |||| |**_Attachments_**||| |**Name**|**Type**|**Size**| |032026VillageofRedHookWWFOR.xlsx|xlsx|408078.0| |**_Report Last Saved By_**||| |**_VILLAGE OF RED HOOK_**||| User: COONJ1974 Name: Leslie Coon E-Mail: lcoon@jcoinc.org Date/Time: 2026-04-14 13:42 (Time Zone: -04:00) |**_Report Last Signed By_**||| User: COONJ1974 Name: Leslie Coon E-Mail: lcoon@jcoinc.org Date/Time: 2026-04-14 13:43 (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:**<br>**From 03/01/26 to 03/31/26**|||||||**DMR Due Date:**||||**04/28/26**||||||**Status:**<br>**NetDMR Validated**||||| |**_Considerations for Form Completion_**|||||||||||||||||||||| ||||||||||||||||||||||| |**_Principal Executive Officer_**|||||||||||||||||||||| |**First Name:**<br>Karen<br>**Last Name:**<br>Smythe|||||||**Title:**||||Mayor|||||**Telephone:**<br>845-758-1081|||||| |**_No Data Indicator (NODI)_**|||||||||||||||||||||| |**Form NODI:**<br>--|||||||||||||||||||||| ||**Parameter**|**Monitoring Location**|**Season #**|**Param. NODI**||||**Quantity or Loading**||||||||**Quality or Concentration**|||**# of Ex.**|**Frequency of Analysis**|<br>**Sample Type**| |**Code**|**Name**|||||**Qualifier 1**||<br>**Value 1**|**Qualifier 2**|**Value 2**|<br>**Units**|**Qualifier 1**|<br>**Value 1**|**Qualifier 2**|<br>**Value 2**|**Qualifier 3**|<br>**Value 3**|**Units**|||| |00011|**Temperature, water deg. fahrenheit**|1 - Effluent Gross|0|--|**Sample**|||||||||||=|68.46|15 - degF||01/01 - Daily|GR - Grab| ||||||**Permit Req.**|||||||||||<=|70.0 DAILY MX|15 - degF||01/01 - Daily|GR - Grab| ||||||**Value NODI**||||||||||||||||| |00181|**Oxygen demand, ultimate**|1 - Effluent Gross|0|--|**Sample**|||||||||||=|21.03|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit Req.**|||||||||||<=|34.0 DAILY MX|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Value NODI**||||||||||||||||| |00300|**Oxygen, dissolved [DO]**|1 - Effluent Gross|0|--|**Sample**|||||||=|9.6|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Permit Req.**|||||||>=|7.0 DAILY MN|||||19 - mg/L||01/01 - Daily|GR - Grab| ||||||**Value NODI**||||||||||||||||| |00400|**pH**|1 - Effluent Gross|0|--|**Sample**|||||||=|7.17|||=|7.85|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**|||||||||||=|5.7|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|2|--|**Sample**|||||||||||=|0.3|19 - mg/L||01/30 - Monthly|GR - Grab| ||||||**Permit Req.**|||||||||||<=|1.81 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**|=||0.007|||03 - MGD|||||||||99/99 - Continuous|RC - Recorder(auto)| ||||||**Permit Req.**|<=||0.025 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**|||||||||<|1.0|<|1.0|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 none of the following fields will be submitted for that row: Units, Number of Excursions, Frequency of Analysis, and Sample Type.|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_**||| |_No errors._||| |**_Comments_**||| |||| |**_Attachments_**||| |**Name**|**Type**|**Size**| |032026VillageofRedHookWWFOR.xlsx|xlsx|408078.0| |**_Report Last Saved By_**||| |**_VILLAGE OF RED HOOK_**||| User: COONJ1974 Name: Leslie Coon E-Mail: lcoon@jcoinc.org Date/Time: 2026-04-14 13:46 (Time Zone: -04:00) |**_Report Last Signed By_**||| User: COONJ1974 Name: Leslie Coon E-Mail: lcoon@jcoinc.org Date/Time: 2026-04-14 13:46 (Time Zone: -04:00) **==> picture [36 x 37] intentionally omitted <==** ## **AG ENVIRONMENTAL RSC, LLC** **==> picture [484 x 56] intentionally omitted <==** **==> picture [26 x 26] intentionally omitted <==** NYSDOH ELAP # 12081 PA DEP # 68-05705 NJDEP: NY042 CT # PH-0808 |**AG ENVIRONMENTAL RSC, LLC**|**AG ENVIRONMENTAL RSC, LLC**|||||NYSDOH ELAP # 12081<br>PA DEP # 68-05705<br>NJDEP: NY042<br>CT # PH-0808| |---|---|---|---|---|---|---| |86Queen Mountain Road, Ferndale, New York, 12734 / Phone: 845.704.8151 / Fax: 845.414.0051|||||**Original Report #: 83472**<br>**LCR Issue Date: 03/12/2026**|| |**Bill-to Customer Information(C55068)**|||**Water Source Location X55068-02**|||| |**Customer**<br>**Name:**|Village of Red Hook||**Source Name:**|Village of Red Hook WW||| |**Address:**|7467 South Broadway||**Address:**|7467 South Broadway||| |**Town:**|RED HOOK**State:**NY**Zip:**12571||**Town:**|RED HOOK**State:**NY**Zip:**12571||| |**Phone:**|000-000-0000||**PWSID/SPDES:**|NY0271420||| |**Email:**|treasurer@redhookvillage.gov||**Contact**<br>**Name:**|Les Coon||| |**Fax:**|||**Phone:**|8455443151||| |**Sample(s) delivered on**03/05/2026**at**04:15 PM|||||**From COC#:**80135|| |**Sample# **|**MTX**|**Sample**<br>**Point**|**Sampled**<br>**Date & Time **|**Temp **|**Pres.**<br>**Y/N/T**|**Res**<br>**Cl **|**Int**|**Analyze**<br>**Prep Date**<br>**Time**|**Test Method**|**Comment**<br>**(see table)**|**Analyte**|**Results**|**MCL**<br>**(Limits)**|**SMCL**<br>**(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SB00063164|WW|EFFLUENT 1A|03/05/2026<br>08:40 AM|4.0°C<br>G4|Y||WS|03/10/2026<br>10:39 AM<br>YP|Ammonia (as N) by EPA 350.1<br>Method|N<br>A-00587|Ammonia (as N)|0.959 mg/L||| |SB00063163|WW-G|EFFLUENT 1A|03/05/2026<br>01:55 PM|4.0°C<br>G4|T|u.v.|WS|03/05/2026<br>04:39 PM<br>GP|Fecal Coliform Count by<br>Colilert-18 Method|SL<br>1772746749378|Fecal Coliform|<1.0<br>MPN/100mL||| |SB00063162|WW|EFFLUENT 1A|03/05/2026<br>08:40 AM|4.0°C<br>G4|Y||WS|03/09/2026<br>08:30 AM<br>KD|Total Kjeldahl Nitrogen by<br>Hach 10242 Method|N<br>TKN-00476|Total Kjeldahl Nitrogen|3.80 mg/L||| |SB00063161|WW|EFFLUENT 1A|03/05/2026<br>08:40 AM|4.0°C<br>G4|N||WS|03/09/2026<br>09:54 AM<br>YP|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01050|Total Suspended Solids|2.4 mg/L||| |SB00063160|WW|EFFLUENT 1A|03/05/2026<br>08:40 AM|4.0°C<br>G4|N||WS|03/06/2026<br>01:47 PM<br>CW|Carbonaceous BOD, 5-Day by<br>SM22 5210B|B<br>BOD-00834|Carbonaceous BOD, 5<br>day|2.6 mg/L||| |SB00063159|WW|INFLUENT 1A|03/05/2026<br>08:30 AM|4.0°C<br>G4|N||WS|03/09/2026<br>09:54 AM<br>YP|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01050|Total Suspended Solids|226.0 mg/L||| |SB00063158|WW|INFLUENT 1A|03/05/2026<br>08:30 AM|4.0°C<br>G4|N||WS|03/06/2026<br>01:47 PM<br>CW|Carbonaceous BOD, 5-Day by<br>SM22 5210B|B<br>BOD-00834|Carbonaceous BOD, 5<br>day|296 mg/L||| Comment Table: N - No Comment | SL - Seal Left on Sample | B - Blank depletion was greater than 0.2 mg/L | Remarks: T = Sodium Thiosulfate | This report cannot be reproduced without written permission of Sullivan County Labs. Test results are limited to those methods under which our lab is certified by ELAP. Results only relate to actual samples received. The following information is provided by the customer and not by the laboratory: Source information, matrix, sample point, sampled date/time, residual chlorine, initials, and test requested. Original Report #: 83472 Page 1 of (2) Authorized By: **==> picture [91 x 46] intentionally omitted <==** **Kylea May** | _Document Control_ Original Report #: 83472 Page 2 of (2) |**AG ENVIRONMENTAL RSC, LLC**|**AG ENVIRONMENTAL RSC, LLC**|AMENDED REPORT: Replaces Original Report No.: 83473|AMENDED REPORT: Replaces Original Report No.: 83473|AMENDED REPORT: Replaces Original Report No.: 83473||NYSDOH ELAP # 12081<br>PA DEP # 68-05705<br>NJDEP: NY042<br>CT # PH-0808| |---|---|---|---|---|---|---| |86Queen Mountain Road, Ferndale, New York, 12734 / Phone: 845.704.8151 / Fax: 845.414.0051|||||**Amended Report #: B2912**<br>**LCR Issue Date: 04/01/2026**|| |**Bill-to Customer Information(C55068)**|||**Water Source Location X55068-02**|||| |**Customer**<br>**Name:**|Village of Red Hook||**Source Name:**|Village of Red Hook WW||| |**Address:**|7467 South Broadway||**Address:**|7467 South Broadway||| |**Town:**|RED HOOK**State:**NY**Zip:**12571||**Town:**|RED HOOK**State:**NY**Zip:**12571||| |**Phone:**|000-000-0000||**PWSID/SPDES:**|NY0271420||| |**Email:**|treasurer@redhookvillage.gov||**Contact**<br>**Name:**|Les Coon||| |**Fax:**|||**Phone:**|8455443151||| |**Sample(s) delivered on**03/05/2026**at**04:15 PM|||||**From COC#:**80138|| |**Sample# **|**MTX**|**Sample**<br>**Point**|**Sampled**<br>**Date & Time **|**Temp **|**Pres.**<br>**Y/N/T**|**Res**<br>**Cl **|**Int**|**Analyze**<br>**Prep Date**<br>**Time**|**Test Method**|**Comment**<br>**(see table)**|**Analyte**|**Results**|**MCL**<br>**(Limits)**|**SMCL**<br>**(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SB00063157|WW|EFFLUENT 1B|03/05/2026<br>01:20 PM|5.6°C<br>G4|Y||WS|03/10/2026<br>10:39 AM<br>YP|Ammonia (as N) by EPA 350.1<br>Method|N<br>A-00587|Ammonia (as N)|0.294 mg/L||| |SB00063156|WW-G|EFFLUENT 1B|03/05/2026<br>01:20 PM|5.6°C<br>G4|T|u.v.|WS|03/05/2026<br>04:39 PM<br>GP|Fecal Coliform Count by<br>Colilert-18 Method|SL<br>1772746749378|Fecal Coliform|<1.0<br>MPN/100mL||| |SB00063155|WW|EFFLUENT 1B|03/05/2026<br>01:20 PM|5.6°C<br>G4|Y||WS|03/09/2026<br>08:30 AM<br>KD|Total Kjeldahl Nitrogen by<br>Hach 10242 Method|N<br>TKN-00476|Total Kjeldahl Nitrogen|2.60 mg/L||| |SB00063154|WW|EFFLUENT 1B|03/05/2026<br>01:20 PM|5.6°C<br>G4|N||WS|03/09/2026<br>11:29 AM<br>YP|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01051|Total Suspended Solids|6.4 mg/L||| |SB00063153|WW|EFFLUENT 1B|03/05/2026<br>01:20 PM|5.6°C<br>G4|N||WS|03/06/2026<br>01:47 PM<br>DE|Carbonaceous BOD, 5-Day by<br>SM22 5210B|B<br>BOD-00834|Carbonaceous BOD, 5<br>day|5.2 mg/L||| |SB00063152|WW|INFLUENT 1B|03/05/2026<br>01:30 PM|5.6°C<br>G4|N||WS|03/09/2026<br>11:29 AM<br>YP|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01051|Total Suspended Solids|276.0 mg/L||| |SB00063151|WW|INFLUENT 1B|03/05/2026<br>01:30 PM|5.6°C<br>G4|N||WS|03/06/2026<br>01:47 PM<br>DE|Carbonaceous BOD, 5-Day by<br>SM22 5210B|B<br>BOD-00834|Carbonaceous BOD, 5<br>day|201 mg/L||| Comment Table: N - No Comment | SL - Seal Left on Sample | B - Blank depletion was greater than 0.2 mg/L | Remarks: T = Sodium Thiosulfate | Amended to display correct Value in Pres. Y/N/T Col. For sample SB00063151 -aw This report cannot be reproduced without written permission of Sullivan County Labs. Test results are limited to those methods under which our lab is certified by ELAP. Results only relate to actual samples received. The following information is provided by the customer and not by the laboratory: Source information, matrix, sample point, Amended Report #: B2912 Page 1 of (2) sampled date/time, residual chlorine, initials, and test requested. Authorized By: **==> picture [91 x 46] intentionally omitted <==** ## **Allanha Wickham** | _Document Control_ Amended Report #: B2912 Page 2 of (2) **==> picture [36 x 37] intentionally omitted <==** ## **AG ENVIRONMENTAL RSC, LLC** **==> picture [484 x 56] intentionally omitted <==** **==> picture [26 x 26] intentionally omitted <==** NYSDOH ELAP # 12081 PA DEP # 68-05705 NJDEP: NY042 CT # PH-0808 |**AG ENVIRONMENTAL RSC, LLC**|**AG ENVIRONMENTAL RSC, LLC**|||||NYSDOH ELAP # 12081<br>PA DEP # 68-05705<br>NJDEP: NY042<br>CT # PH-0808| |---|---|---|---|---|---|---| |86Queen Mountain Road, Ferndale, New York, 12734 / Phone: 845.704.8151 / Fax: 845.414.0051|||||**Original Report #: 84112**<br>**LCR Issue Date: 03/30/2026**|| |**Bill-to Customer Information(C55068)**|||**Water Source Location X55068-02**|||| |**Customer**<br>**Name:**|Village of Red Hook||**Source Name:**|Village of Red Hook WW||| |**Address:**|7467 South Broadway||**Address:**|7467 South Broadway||| |**Town:**|RED HOOK**State:**NY**Zip:**12571||**Town:**|RED HOOK**State:**NY**Zip:**12571||| |**Phone:**|000-000-0000||**PWSID/SPDES:**|NY0271420||| |**Email:**|treasurer@redhookvillage.gov||**Contact**<br>**Name:**|Les Coon||| |**Fax:**|||**Phone:**|8455443151||| |**Sample(s) delivered on**03/19/2026**at**04:15 PM|||||**From COC#:**80660|| |**Sample# **|**MTX**|**Sample**<br>**Point**|**Sampled**<br>**Date & Time **|**Temp **|**Pres.**<br>**Y/N/T**|**Res**<br>**Cl **|**Int**|**Analyze**<br>**Prep Date**<br>**Time**|**Test Method**|**Comment**<br>**(see table)**|**Analyte**|**Results**|**MCL**<br>**(Limits)**|**SMCL**<br>**(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SB00063544|WW|EFFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|Y||WS|03/20/2026<br>09:52 AM<br>DE|Ammonia (as N) by EPA 350.1<br>Method|N<br>A-00593|Ammonia (as N)|<0.100 mg/L||| |SB00063543|WW-G|EFFLUENT 1A|03/19/2026<br>01:20 PM|7.6°C<br>G4|T|U.V.|WS|03/19/2026<br>04:41 PM<br>MN|Fecal Coliform Count by<br>Colilert-18 Method|N<br>1773952864384|Fecal Coliform|<1.0 MPN/100mL||| |SB00063542|WW|EFFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|Y||WS|03/23/2026<br>08:28 AM<br>KD|Total Kjeldahl Nitrogen by<br>Hach 10242 Method|N<br>TKN-00480|Total Kjeldahl Nitrogen|4.15 mg/L||| |SB00063541|WW|EFFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|N||WS|03/23/2026<br>10:03 AM<br>CJ|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01056|Total Suspended Solids|2.2 mg/L||| |SB00063540|WW|EFFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|N||WS|03/20/2026<br>02:24 PM<br>DE|Carbonaceous BOD, 5-Day by<br>SM22 5210B|N<br>CBOD-00843|Carbonaceous BOD, 5<br>day|3.3 mg/L||| |SB00063539|WW|INFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|N||WS|03/23/2026<br>10:03 AM<br>CJ|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01056|Total Suspended Solids|191.2 mg/L||| |SB00063538|WW|INFLUENT 1A|03/19/2026<br>08:15 AM|7.6°C<br>G4|N||WS|03/20/2026<br>02:24 PM<br>DE|Carbonaceous BOD, 5-Day by<br>SM22 5210B|N<br>CBOD-00843|Carbonaceous BOD, 5<br>day|243 mg/L||| ## Comment Table: N - No Comment | Remarks: T = Sodium Thiosulfate | Amended to display correct Value in Pres. Y/N/T Col. -KM This report cannot be reproduced without written permission of Sullivan County Labs. Test results are limited to those methods under which our lab is certified by ELAP. Results only relate to actual samples received. The following information is provided by the customer and not by the laboratory: Source information, matrix, sample point, sampled date/time, residual chlorine, initials, and test requested. Original Report #: 84112 Page 1 of (2) Authorized By: **==> picture [91 x 46] intentionally omitted <==** **Kylea May** | _Document Control_ Original Report #: 84112 Page 2 of (2) **==> picture [36 x 37] intentionally omitted <==** ## **AG ENVIRONMENTAL RSC, LLC** **==> picture [484 x 56] intentionally omitted <==** **==> picture [26 x 26] intentionally omitted <==** NYSDOH ELAP # 12081 PA DEP # 68-05705 NJDEP: NY042 CT # PH-0808 |**AG ENVIRONMENTAL RSC, LLC**|**AG ENVIRONMENTAL RSC, LLC**|||||NYSDOH ELAP # 12081<br>PA DEP # 68-05705<br>NJDEP: NY042<br>CT # PH-0808| |---|---|---|---|---|---|---| |86Queen Mountain Road, Ferndale, New York, 12734 / Phone: 845.704.8151 / Fax: 845.414.0051|||||**Original Report #: 84049**<br>**LCR Issue Date: 03/27/2026**|| |**Bill-to Customer Information(C55068)**|||**Water Source Location X55068-02**|||| |**Customer**<br>**Name:**|Village of Red Hook||**Source Name:**|Village of Red Hook WW||| |**Address:**|7467 South Broadway||**Address:**|7467 South Broadway||| |**Town:**|RED HOOK**State:**NY**Zip:**12571||**Town:**|RED HOOK**State:**NY**Zip:**12571||| |**Phone:**|000-000-0000||**PWSID/SPDES:**|NY0271420||| |**Email:**|treasurer@redhookvillage.gov||**Contact**<br>**Name:**|Les Coon||| |**Fax:**|||**Phone:**|8455443151||| |**Sample(s) delivered on**03/19/2026**at**04:15 PM|||||**From COC#:**80658|| |**Sample# **|**MTX**|**Sample**<br>**Point**|**Sampled**<br>**Date & Time **|**Temp **|**Pres.**<br>**Y/N/T**|**Res**<br>**Cl **|**Int**|**Analyze**<br>**Prep Date**<br>**Time**|**Test Method**|**Comment**<br>**(see table)**|**Analyte**|**Results**|**MCL**<br>**(Limits)**|**SMCL**<br>**(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SB00063537|WW|EFFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|Y||WS|03/20/2026<br>09:52 AM<br>DE|Ammonia (as N) by EPA 350.1<br>Method|N<br>A-00593|Ammonia (as N)|<0.100 mg/L||| |SB00063536|WW-G|EFFLUENT 1B|03/19/2026<br>01:45 PM|10.3°C<br>G4|T|u.v.|WS|03/19/2026<br>04:41 PM<br>MN|Fecal Coliform Count by<br>Colilert-18 Method|N<br>1773952864384|Fecal Coliform|<1.0 MPN/100mL||| |SB00063535|WW|EFFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|Y||WS|03/23/2026<br>08:28 AM<br>KD|Total Kjeldahl Nitrogen by<br>Hach 10242 Method|N<br>TKN-00480|Total Kjeldahl Nitrogen|3.84 mg/L||| |SB00063534|WW|EFFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|N||WS|03/23/2026<br>10:03 AM<br>CJ|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01056|Total Suspended Solids|4.8 mg/L||| |SB00063533|WW|EFFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|N||WS|03/20/2026<br>02:23 PM<br>CW|Carbonaceous BOD, 5-Day by<br>SM22 5210B|N<br>CBOD-00843|Carbonaceous BOD, 5<br>day|2.5 mg/L||| |SB00063532|WW|INFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|N||WS|03/23/2026<br>10:03 AM<br>CJ|Total Suspended Solids by<br>SM22 2540D Method|N<br>TS-01056|Total Suspended Solids|220.5 mg/L||| |SB00063531|WW|INFLUENT 1B|03/19/2026<br>01:30 PM|10.3°C<br>G4|N||WS|03/20/2026<br>02:23 PM<br>CW|Carbonaceous BOD, 5-Day by<br>SM22 5210B|N<br>CBOD-00843|Carbonaceous BOD, 5<br>day|179 mg/L||| Comment Table: N - No Comment | Remarks: T = Sodium Thiosulfate | This report cannot be reproduced without written permission of Sullivan County Labs. Test results are limited to those methods under which our lab is certified by ELAP. Results only relate to actual samples received. The following information is provided by the customer and not by the laboratory: Source information, matrix, sample point, sampled date/time, residual chlorine, initials, and test requested. Original Report #: 84049 Page 1 of (2) Authorized By: **==> picture [91 x 46] intentionally omitted <==** **Kylea May** | _Document Control_ Original Report #: 84049 Page 2 of (2)
2026-05-11→2026-05-11
clerical+288 −0

The document title was updated to include the word 'narrative'.

  • Title changed from 'Sewer Department Report and Operations Form' to 'Sewer Report narrative'
Show red-line diff
## **Sewer Report - May 11, 2026** The team meets two times per month to discuss operations, maintenance, and future planning. Those in attendance include H20 Innovation, Red Hook Village DPW, Delaware Engineering, Mayor Smythe, Trustee Allen, and Village Clerk Cavanaugh. At our April 16th meeting we were visited by the USDA who had investigated the site for potential energy and cost savings. They expressed genuine admiration for the operations team and really celebrated the work that was being put in. We received a few good tips moving forward - for the most part, they observed the plant was running nearly as well as it could, by their standards. Aside from the USDA report, the team discussed a newly installed alarm system within the WWTP. It has been effective in monitoring the plant, though it needs tweaking. Over the past month there have been two alarms notifying the staff of the issue immediately. Because of this new notification system, neither matter became significant. As the alarm system has become integral to smooth operations, we are receiving a quote for enhancing it. At the most recent April 27th meeting we primarily discussed the future - including renegotiating energy prices, incorporating solar technology, and with other cost-effective considerations for future operations. In the very near future, the Village will be installing a new EQ tank - essential for current operations, the cost covered by a Dutchess County Grant. This will continue to ease the pressures on the current system. Simultaneously, Delaware Engineering is developing plans for the roll out of an expanded sewer system. **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.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.027**<br>Max:<br>**0.0358**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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<br>QuantityLoading (1)||**0.65**<br>lbs/day||**1**<br>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 |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<br>CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHOR|US(mg/l)|Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter any other comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>30 day flow-weighte|Effluent mg/l<br>d avg mean(1)|Minimum(1) Maximum(1)<br>Monthly||**<1**<br>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 Page 3 of 4 |||||||||||Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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 Page 4 of 4 ## **Effect on Receiving Stream** **==> picture [240 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> Name of Receiving Stream<br>Subtrib of Saw Kill<br>Date Station Parameter Result<br>**----- End of picture text -----**<br> ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [171 x 70] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>Volume (Gal.)<br>2- All other wastes<br>Total Max day<br>**----- End of picture text -----**<br> - **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 -----**<br> Name and amount of chemicals used in treatment process<br>during month:<br>a. gallons<br>b. gallons<br>c. Gallons<br>d. lbs.<br>e. Gallons<br>f. Gallons<br>Amount of ecectrical power consumed:<br>a. Commercial kilowatt hours<br>b. Stand-by kilowatt hours<br>Amount of fuel consumed:<br>a. Natural Gas cubic feet<br>b. Oil gallons<br>c. Gasoline gallons<br>d. Coal. tons<br>e. Digester Gas cubic feet<br>f. propane gallons<br>**----- End of picture text -----**<br> **==> picture [174 x 44] intentionally omitted <==** **----- Start of picture text -----**<br> Sludge removal from plant:<br>a. amount 4000<br>b. solid content<br>c. Volitile Solids Content<br>d. Disposal Site: Superior Sanitation<br>**----- End of picture text -----**<br> Other Solid Wastes: a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site Digester Gas Wasted Labor expended: **==> picture [405 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Operator 31 31<br>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<br>made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>**----- End of picture text -----**<br> ## Leslie A Coon Jr. Signature of Chief Operator or Designated Facility Representative 4/14/2026 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**|**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<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO.<br>**WASTEWATER FACILITY OPERATION REPORT FOR THE**<br>FACILITY NAME<br>**NY-0271420**<br>**Village of Red Hook**||||||FACILITY OWNER<br>**MONTH OF: March 2026**<br>**same**||||||FACILITY L||OCATION<br>**Red Hook, NY**|||| |DAY|DATE|Daily Precip.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.007**<br>Max:<br>**0.011**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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**|<br>**253**|<br>**5.7**| |||||||||||||||%Rem.->|**98**|%Rem.->|**98**| |||||||||||||30 Day Average<br>Quantity Loading (1)||**0.22**<br>lbs/day||**0**<br>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<br>Leslie A Coon Jr|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>Effluent mg/l<br>30 day flow-weighted avg mean(1)||Minimum(1)<br>Maximum(1)<br>Monthly||**<1**<br>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<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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<br>Subtrib of Saw Kill||||||| |Date<br>Station<br>Parameter<br>Result||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [178 x 20] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>**----- End of picture text -----**<br> Volume (Gal.) - **2-** All other wastes **==> picture [120 x 5] intentionally omitted <==** **----- Start of picture text -----**<br> Total Max day<br>**----- End of picture text -----**<br> - **3-** Number of Part 364 haulers currently approved to transport wastes to this POTW - a.Septage,etc - b. All others |Name and am<br>during month:<br>a.|ount of chemicals used in treatment process<br>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:<br>cubic feet| ||gallons| ||gallons| ||tons| ||s<br>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
2026-05-11→2026-05-11
substantive change+0 −300

The document transitioned from a narrative Sewer Report to a formal SPDES Monthly Operations Form, expanding the data to include the full month of March 2026.

  • Title changed from 'Sewer Report - May 11, 2026' to 'SPDES Monthly Operations Form — Facility 1'
  • Removed narrative section containing meeting summaries with H20 Innovation, Red Hook Village DPW, Delaware Engineering, Mayor Smythe, Trustee Allen, and Village Clerk Cavanaugh
  • Expanded data table to include full month coverage (Days 23 through 31) and monthly totals/averages
  • Added monthly summary metrics including 'Total Precip. 0.20', 'Monthly Average 0.027', and '%Rem. -> 99'
  • Added regulatory footnotes regarding DMR Manual procedures and temperature reporting
Show red-line diff
## **Sewer Report - May 11, 2026** The team meets two times per month to discuss operations, maintenance, and future planning. Those in attendance include H20 Innovation, Red Hook Village DPW, Delaware Engineering, Mayor Smythe, Trustee Allen, and Village Clerk Cavanaugh. At our April 16th meeting we were visited by the USDA who had investigated the site for potential energy and cost savings. They expressed genuine admiration for the operations team and really celebrated the work that was being put in. We received a few good tips moving forward - for the most part, they observed the plant was running nearly as well as it could, by their standards. Aside from the USDA report, the team discussed a newly installed alarm system within the WWTP. It has been effective in monitoring the plant, though it needs tweaking. Over the past month there have been two alarms notifying the staff of the issue immediately. Because of this new notification system, neither matter became significant. As the alarm system has become integral to smooth operations, we are receiving a quote for enhancing it. At the most recent April 27th meeting we primarily discussed the future - including renegotiating energy prices, incorporating solar technology, and with other cost-effective considerations for future operations. In the very near future, the Village will be installing a new EQ tank - essential for current operations, the cost covered by a Dutchess County Grant. This will continue to ease the pressures on the current system. Simultaneously, Delaware Engineering is developing plans for the roll out of an expanded sewer system. **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.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.027**<br>Max:<br>**0.0358**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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<br>QuantityLoading (1)||**0.65**<br>lbs/day||**1**<br>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 |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<br>CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHOR|US(mg/l)|Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter any other comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>30 day flow-weighte|Effluent mg/l<br>d avg mean(1)|Minimum(1) Maximum(1)<br>Monthly||**<1**<br>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 Page 3 of 4 |||||||||||Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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 Page 4 of 4 ## **Effect on Receiving Stream** **==> picture [240 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> Name of Receiving Stream<br>Subtrib of Saw Kill<br>Date Station Parameter Result<br>**----- End of picture text -----**<br> ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [171 x 70] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>Volume (Gal.)<br>2- All other wastes<br>Total Max day<br>**----- End of picture text -----**<br> - **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 -----**<br> Name and amount of chemicals used in treatment process<br>during month:<br>a. gallons<br>b. gallons<br>c. Gallons<br>d. lbs.<br>e. Gallons<br>f. Gallons<br>Amount of ecectrical power consumed:<br>a. Commercial kilowatt hours<br>b. Stand-by kilowatt hours<br>Amount of fuel consumed:<br>a. Natural Gas cubic feet<br>b. Oil gallons<br>c. Gasoline gallons<br>d. Coal. tons<br>e. Digester Gas cubic feet<br>f. propane gallons<br>**----- End of picture text -----**<br> **==> picture [174 x 44] intentionally omitted <==** **----- Start of picture text -----**<br> Sludge removal from plant:<br>a. amount 4000<br>b. solid content<br>c. Volitile Solids Content<br>d. Disposal Site: Superior Sanitation<br>**----- End of picture text -----**<br> Other Solid Wastes: a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site Digester Gas Wasted Labor expended: **==> picture [405 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Operator 31 31<br>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<br>made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>**----- End of picture text -----**<br> ## Leslie A Coon Jr. Signature of Chief Operator or Designated Facility Representative 4/14/2026 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**|**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<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|New York State Department of Environmental Conservati<br>Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO.<br>**WASTEWATER FACILITY OPERATION REPORT FOR THE**<br>FACILITY NAME<br>**NY-0271420**<br>**Village of Red Hook**||||||FACILITY OWNER<br>**MONTH OF: March 2026**<br>**same**||||||FACILITY L||OCATION<br>**Red Hook, NY**|||| |DAY|DATE|Daily Precip.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.007**<br>Max:<br>**0.011**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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**|<br>**253**|<br>**5.7**| |||||||||||||||%Rem.->|**98**|%Rem.->|**98**| |||||||||||||30 Day Average<br>Quantity Loading (1)||**0.22**<br>lbs/day||**0**<br>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<br>Leslie A Coon Jr|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>Effluent mg/l<br>30 day flow-weighted avg mean(1)||Minimum(1)<br>Maximum(1)<br>Monthly||**<1**<br>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<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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<br>Subtrib of Saw Kill||||||| |Date<br>Station<br>Parameter<br>Result||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| |||||||| ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [178 x 20] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>**----- End of picture text -----**<br> Volume (Gal.) - **2-** All other wastes **==> picture [120 x 5] intentionally omitted <==** **----- Start of picture text -----**<br> Total Max day<br>**----- End of picture text -----**<br> - **3-** Number of Part 364 haulers currently approved to transport wastes to this POTW - a.Septage,etc - b. All others |Name and am<br>during month:<br>a.|ount of chemicals used in treatment process<br>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:<br>cubic feet| ||gallons| ||gallons| ||tons| ||s<br>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
2026-05-11→2026-05-11
clerical+0 −0

The document identifier changed from 'Facility 1' to 'Facility 2'

  • Document title changed from 'SPDES Monthly Operations Form — Facility 1' to 'SPDES Monthly Operations Form — Facility 2'
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**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.<br>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.<br>MGD|Dly Average.<br>MGD|Inst.Min.<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type|Effluent<br>Type|Influent<br>Type|Effluent<br>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<br>Precip.<br>**0.20**|**0.027**<br>Max:<br>**0.0358**<br>Monthly<br>Average|||Influent<br>Effluent<br>Monthly Maximum||Minimum<br>Maximum<br>Minimum<br>Maximum<br>Monthly||||Monthly<br>Monthly<br>Maximum<br>Maximum||inf.(mg/l)<br>eff.(mg/l)<br>30 day flow-weighted avg (1)||inf.(mg/l)<br>eff.(mg/l)<br>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<br>QuantityLoading (1)||**0.65**<br>lbs/day||**1**<br>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 |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<br>CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE<br>3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHOR|US(mg/l)|Ultraviolet||FECAL COLIFORM||REMARKS<br>Enter any other comments, observations, operating problems, equipment failures, etc.||| |||Influent<br>Type|Effluent<br>Type|Contact|Effluent|Effluent<br>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<br>30 day flow-weighte|Effluent mg/l<br>d avg mean(1)|Minimum(1) Maximum(1)<br>Monthly||**<1**<br>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 Page 3 of 4 |||||||||||Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>Process Control|Activated Sludge<br>Process Control<br>Fixed Media<br>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<br>Loading (1)<br>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 Page 4 of 4 ## **Effect on Receiving Stream** **==> picture [240 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> Name of Receiving Stream<br>Subtrib of Saw Kill<br>Date Station Parameter Result<br>**----- End of picture text -----**<br> ## **TRUCKED WASTE RECEIVED THIS MONTH** **==> picture [171 x 70] intentionally omitted <==** **----- Start of picture text -----**<br> 1- Septage, holding tank waste and<br>portable toilet waste<br> Total Max day<br>Volume (Gal.)<br>2- All other wastes<br>Total Max day<br>**----- End of picture text -----**<br> - **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 -----**<br> Name and amount of chemicals used in treatment process<br>during month:<br>a. gallons<br>b. gallons<br>c. Gallons<br>d. lbs.<br>e. Gallons<br>f. Gallons<br>Amount of ecectrical power consumed:<br>a. Commercial kilowatt hours<br>b. Stand-by kilowatt hours<br>Amount of fuel consumed:<br>a. Natural Gas cubic feet<br>b. Oil gallons<br>c. Gasoline gallons<br>d. Coal. tons<br>e. Digester Gas cubic feet<br>f. propane gallons<br>**----- End of picture text -----**<br> **==> picture [174 x 44] intentionally omitted <==** **----- Start of picture text -----**<br> Sludge removal from plant:<br>a. amount 4000<br>b. solid content<br>c. Volitile Solids Content<br>d. Disposal Site: Superior Sanitation<br>**----- End of picture text -----**<br> Other Solid Wastes: a. Screenings b. Grit c. Ashes d. e. f. g. Disposal Site Digester Gas Wasted Labor expended: **==> picture [405 x 182] intentionally omitted <==** **----- Start of picture text -----**<br> POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Operator 31 31<br>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<br>made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>**----- End of picture text -----**<br> ## Leslie A Coon Jr. Signature of Chief Operator or Designated Facility Representative 4/14/2026 Date

References

This document cites or incorporates the following separate documents:

  • 2026-04-14EPA Discharge Monitoring Report (DMR) — March 2026
    — pinned to version dated 2026-04-14
    Both documents are the same monthly wastewater facility operation report for March 2026 at the same facility, with Document B appearing to be a reformatted or summary version of Document A from the same date.
  • 2026-04-14SPEDES Facility Operation Report — Plant 1
    — pinned to version dated 2026-04-14
    Both documents are the same wastewater facility operation report for March 2026 dated 2026-04-14, with B being a compiled or formatted version of A for board presentation.
  • 2026-04-14AG Environmental Lab Report #83472 — March 2026
    — pinned to version dated 2026-04-14
    Both documents report the same wastewater facility operational data for March 2026 on the same day, with one being a state form (SPEDES) and the other an EPA form (DMR) for the identical facility and period.
  • 2026-04-14SPEDES Facility Operation Report — Plant 2
    — pinned to version dated 2026-04-14
    Both documents are the same monthly wastewater facility operation report for March 2026, dated the same day, with B being a reformatted or extracted version of the same underlying operational data.
  • 2026-04-13April 13 2026 SEWER DEPARTMENT REPORT
    — pinned to version dated 2026-04-13
    Document A is a completed monthly operational report for March 2026; Document B is a separate departmental report dated one day earlier, likely referencing or incorporating data from ongoing facility operations rather than being a revision of the same singular decision or artifact.
  • 2026-03-01EPA DMR Copy of Record — March 2026
    — pinned to version dated 2026-03-01
    Both documents report the same wastewater facility operational data for March 2026; Document B is the EPA DMR (Discharge Monitoring Report) copy of record while Document A is the state operational report form—two versions of the same monthly reporting obligation for the same facility and period.
  • 2026-03-01DEC SPDES Monthly Operation Report — Plant 1
    — pinned to version dated 2026-03-01
    Document A is a completed monthly operational report for March 2026, while Document B is a DEC SPDES report template or prior month's report; they are separate regulatory documents that may be cited or incorporated by reference rather than one being a revision of the other.
  • 2026-03-01DEC SPDES Monthly Operation Report — Plant 2
    — pinned to version dated 2026-03-01
    Document A is the March 2026 monthly operational report filed under SPEDES permit NY-0271420; Document B appears to be a separate DEC template or prior month's report—they are distinct regulatory submissions for different reporting periods, not revisions of the same singular decision or artifact.
  • 2026-04-09Sewer Department Report — March/Early April 2026
    — pinned to version dated 2026-04-09
    Document A is a regulatory SPEDES permit compliance report (March 2026 operational data); Document B is a separate board-level sewer department status report discussing operations, compliance history, and upgrades—they reference the same facility but occupy different slots (regulatory filing vs. management briefing).
  • 2026-05-11Water Quality Report (Amended) — AG Environmental RSC Amended Report #B2912
    — pinned to version dated 2026-05-11
    Document A is a state SPEDES facility operation report (monthly wastewater data); Document B is the federal EPA DMR (Discharge Monitoring Report) form covering the same facility and period—two separate regulatory submissions for different agencies occupying different reporting slots.
  • 2026-03-013 2026
    — pinned to version dated 2026-03-01
    Document A (May 11 narrative report) references and discusses the March 2026 SPEDES permit operational report (Document B) as a separate regulatory artifact, not a revision of it.
  • 2026-05-11EPA DMR Copy of Record — March 2026
    — pinned to version dated 2026-05-11
    Document A is a narrative sewer department report discussing operations meetings and future planning; Document B is the formal EPA DMR (Discharge Monitoring Report) for the same facility covering March 2026—they are two separate regulatory/reporting documents about the same facility, not revisions of the same instrument.
  • 2025-07-14Resolution to Establish the Public Spaces Committee
    Document B establishes the committee as a separate board action; Document A is a report from that committee's meeting, citing its work—different slots (establish vs. report on).
  • 2025-05-30Resolution to Establish the Public Spaces Committee
    Document B establishes the Public Spaces Committee as a new body; Document A is a report from that committee's May 2026 meeting—they are separate board actions (establish vs. report on) linked by the committee's existence, not revisions of the same instrument.

Referenced by

These other documents cite or incorporate this one:

  • 2026-05-11EPA DMR Copy of Record — March 2026
    — pins a specific version of this chain
    Document A is the EPA DMR Copy of Record (federal reporting form) and Document B is the New York State wastewater facility operation report—two separate regulatory documents for different agencies covering the same monitoring period, not a revision of the same instrument.
  • 2026-04-13DEC Noncompliance Report Forms
    Document A is an internal sewer department narrative report on operations; Document B is a state-mandated SPEDES permit facility operation form for the same month—two separate artifacts serving different regulatory/reporting slots, not revisions of the same document.
  • 2026-04-13Sewer Department Report — March/Early April 2026
    Document B is a May 11 report that references and discusses the alarm system installed in Document A (April 13 report), but they are separate monthly/periodic operational reports covering different time periods and serving different reporting slots.

Recurring pattern

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