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SPEDES Facility Operation Report — Plant 1

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    SPEDES Facility Operation Report — Plant 1
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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. 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

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|||||||||||Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Day | Date | Influent | - | Influent | - | Influent | - | Influent | - | Recirculation | Media effluent | Mixed Liquor | - | - | Return Act. | | - | 1 | Effluent | - | Effluent | - | Effluent | - | Effluent | - | Rate | settleable solids | S.S. (MLSS) | - | - | Waste Act. | | - | 2 | NH3 | - | DO | - | TKN | - | UOD | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||12.1|||||||||||| ||||||14.1|||||||||||| ||||||13.2|||||||||||| ||||||12.6|||||||||||| ||||||11.8|||||||||||| ||||||12.0|||||||||||| ||||||11.3|||||||||||| ||||||11.6|||||||||||| ||||||10.3|||||||||||| ||||0.959||10.7||3.8||17.10|||||||| ||||||10.5|||||||||||| ||||||12.4|||||||||||| ||||||10.6|||||||||||| ||||||10.8|||||||||||| ||||||10.3|||||||||||| ||||||10.1|||||||||||| ||||||11.1|||||||||||| ||||||13.1|||||||||||| ||||<0.1||12.1||4.15||23.63|||||||| ||||||11.2|||||||||||| ||||||10.6|||||||||||| ||||||10.7|||||||||||| ||||||10.1|||||||||||| ||||||11.2|||||||||||| ||||||11.8|||||||||||| ||||||10.7|||||||||||| ||||||9.9|||||||||||| ||||||10.2|||||||||||| ||||||11.3|||||||||||| ||||||10.3|||||||||||| ||||||10.0|||||||||||| |Min:||||||||||||||||| ||||||9.9|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||Max:||||Max:||Max:||||||||| ||||0.959||||4.2||23.63|||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc

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Effect on Receiving Stream

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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

2025-11-17→2025-11-17
clerical+0 −0

The document title was shortened by removing the month suffix.

  • Title changed from 'Sewer & Water Department Report — October 2025' to 'Sewer & Water Department Report'
Show red-line diff
## Village of Red Hook SEWER & WATER DEPARTMENT REPORT October 2025 We had an operational meeting on Oct 16 & 30 where we reviewed sewer & water operations. ## SEWER: The list of equipment and supplies needed for the Sewer plant has been reviewed and okayed for purchase. Most of the items have been delivered and are in operation. The focus has been on solids management – the regulation of the age of the biology or “bugs” (MCRT). With the new equipment, monitoring the solids is now more precise and proper wasting is ongoing. Electric wire has been laid to accommodate a potential alarm system and to make permanent some of the connections for equipment being used at the plant. We received no odor complaints that tied to the WWTP in the month of October. The last WWTP odor complaint we received tied to the WWTP was in early May. Rural water is scheduled to meet with the Sewer team in mid-November to help the team begin developing an asset management plan. ## WATER: We reviewed operations at the Water Treatment Plant. It’s running smoothly. Chlorine residuals are good. We need to consider an auto-flushing hydrant in the eastern area of Rt. 199. Monthly and annual sampling scheduling is being finalized, along with the appropriate supplies needed on an ongoing basis. H2O is now managing the reporting to the County. The installation of the check valve and a new injection point in the water treatment plant will be a winter project.

References

This document cites or incorporates the following separate documents:

Referenced by

These other documents cite or incorporate this one:

  • 2026-04-14SPDES Monthly Operations Form — Facility 2
    — pins a specific version of this chain
    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.
  • 2026-05-11EPA DMR Copy of Record — March 2026
    — pins a specific version of this chain
    Document A is an EPA DMR regulatory submission form for March 2026 monitoring period; Document B is a separate SPEDES facility operation report—both concern the same wastewater facility but serve different regulatory reporting slots and are distinct artifacts.
  • 2026-03-013 2026
    Document A is a working document on WWTP operations dated March 1; Document B is a standalone SPEDES facility operation report dated April 14—separate artifacts in the same topic area, with B likely reporting on or referencing operational matters from A's period.
  • 2026-04-09Sewer Department Report — March/Early April 2026
    Document A is an internal Village sewer department status report; Document B is a separate NYS DEC regulatory compliance report—they are distinct documents serving different purposes (internal update vs. regulatory filing), not revisions of the same instrument.
  • 2026-04-13April 13 2026 SEWER DEPARTMENT REPORT
    Document A is a general sewer department report and Document B is a specific SPEDES facility operation report for Plant 1—separate artifacts addressing different scopes, not a revision of the same singular decision.

Recurring pattern

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