Red Hook WatchIndependent Community Resource

SPDES Monthly Operations Form — Facility 2

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

Latest version

92-15-7 (11/95)-- 27c

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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

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|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

2026-01-122026-01-26
substantive change+89

The scope of the proposed resolution was expanded to include the adoption of updated EDU assessments and an attached Exhibit A.

  • Scope expanded from a simple sewer O&M rate adjustment to include '(ii) adopt updated Equivalent Dwelling Unit ("EDU") assessments for sewer capital fees, including corrections and reallocations as set forth in an attached schedule (Exhibit A)'
  • Removed specific proposed rate of '$178 per benefit unit (BU) per quarter, beginning with the March 2026 billing'
  • Added authorization for 'The Attorney to the Village and Village Clerk... to make non-substantive, ministerial edits to the form of the proposed resolution'
  • Expanded notice requirements to include 'posting at Village Hall and, if applicable, on the Village website'
  • Added provision that documents 'may be made available electronically to the extent the Village customarily does so'
Show red-line diff
WHEREAS clauses: - the Village of Red Hook (the "Village") ownsoperates and operatesmaintains a publiclymunicipal ownedsanitary treatmentsewer works ("POTW")system and sewerageis authorized to establish, fix, and collect sewer rents, rates, charges, and fees for the use of and services furnished by such system -, Chapterpursuant 145 ofto the Code of the Village of Red Hook providesand forapplicable the impositionprovisions of sewerNew service charges (also referred to as sewer rental charges) for users of theYork Village POTW - Village Code Section 145-120(B) provides that the sewer rental charge rate shall be established from time to time by resolution of the Board of Trustees after a public hearing upon five (5) days' public noticeLaw - the Board of Trustees ishas consideringunder establishingconsideration a proposed resolution to (i) amend the Sewer Operation & Maintenance ("O&M") rates, and (ii) adopt updated Equivalent Dwelling Unit ("EDU") assessments for sewer capital fees, including corrections and reallocations as set forth in an updatedattached sewer O&M service charge of $178 per benefit unitschedule (BUExhibit A) per quarter, beginning with the March 2026 billing - the Board of Trustees desires to schedulehold a public hearing to receive comments from the public comment on the proposed sewer service charge adjustmentresolution RESOLVED clauses: - Aa public hearing is hereby scheduledcalled toand will be held by the Board of Trustees on Monday, February 9th, 2026 at 6:35pm, at Village Hall, 7467 S. Broadway, Red Hook, NYNew York 12571, orfor suchthe otherpurpose locationof ashearing mayall bepersons specifiedinterested in the notice,proposed resolution to consider and receive comment on the proposed establishment of an updatedamend sewer O&M servicerates chargeand to update sewer capital fee EDU assessments (including adoption of $178Exhibit per BU per quarter, beginning with the March 2026 billingA) - Thethe Village Clerk is hereby directed to cause a publicPublic noticeNotice of the hearingHearing to be published atand/or leastposted fiveas (5)required days prior toby the hearing date in the official newspaperCode of the Village of Red Hook and otherwiseapplicable aslaw, requiredand to take any additional steps customarily undertaken by lawthe Village for notice of public hearings, including posting at Village Hall and, if applicable, on the Village website - Copies of the proposed sewerresolution service(including chargeExhibit schedule and this ResolutionA) shall be made available for public inspection during normalregular business hours at the Office of the Village Clerk at Village Hall and may be made available electronically to the extent the Village customarily does so - Thisthe Attorney to the Village and Village Clerk are authorized to make non-substantive, ministerial edits to the form of the proposed resolution and/or public notice (including formatting, typographical corrections, and conformity edits) consistent with the intent of this Resolution - this Resolution shall take effect immediately upon adoption

References

This document cites or incorporates the following separate documents:

Recurring pattern

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