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DEC Monthly Operation Report — Facility 2 — December 2025

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    DEC Monthly Operation Report — Facility 2 — December 2025
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New York State Department of Environmental Conservation Division of Water

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

Page 1 of 4

|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|92-15-7 (11/95)-- 27c|N|N|ew York State Department of Environmental Conservati Division of Water|ew York State Department of Environmental Conservati Division of Water|ew York State Department of Environmental Conservati Division of Water|ew York State Department of Environmental Conservati Division of Water|on|on|||Page 1 of 4|Page 1 of 4| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE FACILITY NAME NY Village of Red Hook||||||MONTH OF:||FACILITY OWNER same||||FACILITY L||OCATION Red Hook, NY|||| |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(°F)||pH(S.U.)||||Settleable Solids(mg/l)||B.O.D.5.(mg/l)||Suspended Solids(ml/l)|| ||||Inst.Max. MGD|Dly Average. MGD|Inst.Min. MGD|Influent (2)|Effluent (2)|Influent Minimum|Influent Maximum|Effluent Minimum|Effluent Maximum|Influent Maximum|Effluent Maximum|Influent Type|Effluent Type|Influent Type|Effluent Type| ||1|0.00||0.005|||67.1|||7.70|7.70||<0.1||||| ||2|0.00||0.005|||58.1|||7.80|7.80||<0.1||||| ||3|0.00||0.003|||54.9|||7.00|7.00||<0.1||||| ||4|0.00||0.009|||58.6|||7.00|7.00||<0.1|||580|16.6| ||5|0.00||0.003|||63|||7.60|7.60||<0.1||||| ||6|0.00||0.004|||63.3|||8.00|8.00||<0.1||||| ||7|0.00||0.007|||60.8|||7.50|7.50||<0.1||||| ||8|0.00||0.002|||65.7|||7.50|7.50||<0.1||||| ||9|0.00||0.007|||61.7|||7.80|7.80||<0.1||||| ||10|0.00||0.005|||55|||7.50|7.50||<0.1||||| ||11|0.00||0.007|||64.2|||7.70|7.70||<0.1||||| ||12|0.00||0.005|||66.9|||7.10|7.10||<0.1||||| ||13|0.00||0.01|||62.8|||7.50|7.50||<0.1||||| ||14|0.00||0.011|||62.8|||7.40|7.40||<0.1||||| ||15|0.00||0.006|||59.9|||7.70|7.70||<0.1||||| ||16|0.00||0.008|||70.1|||7.60|7.60||<0.1||||| ||17|0.00||0.007|||57.6|||7.00|7.00||<0.1||||| ||18|0.00||0.007|||59|||7.50|7.50||<0.1||||| ||19|0.00||0.008|||62.4|||7.50|7.50||<0.1|292|3.7|190|10.2| ||20|0.00||0.005|||66.4|||7.50|7.50||<0.1||||| ||21|0.00||0.007|||66.8|||7.40|7.40||<0.1||||| ||22|0.00||0.004|||62.6|||7.70|7.70||<0.1||||| ||23|0.00||0.014|||63.7|||7.80|7.80||<0.1||||| ||24|0.00||0.01|||68.6|||7.50|7.50||<0.1||||| ||25|0.00||0.01|||63.7|||7.40|7.40||<0.1||||| ||26|0.00||0.007|||59.5|||7.70|7.70||<0.1||||| ||27|0.00||0.005|||53.8|||7.40|7.40||<0.1||||| ||28|0.00||0.007|||65.1|||7.50|7.50||<0.1||||| ||29|0.00||0.003|||56.3|||7.40|7.40||<0.1||||| ||30|0.00||0.006|||62.1|||7.70|7.70||<0.1||||| ||31|0.00||0.007|||69.1|||7.60|7.60||<0.1||||| | Total | 0.007 | - | - | Influent | - | Minimum | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | Max: | - | - | Effluent | - | Maximum | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 0.00 | 0.014 | - | - | 70 | - | Minimum | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | Monthly | - | - | Monthly Maximum | - | Maximum | - | - | - | Maximum | - | - | - | - | | - | Average | - | - | - | - | 7.0 | - | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | 8.0 | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | - | ||||||||||||||0.0|292|3.7| 190| 10.2| |||||||||||||||%Rem.->|99|%Rem.->|95| |||||||||||||30 Day Average Quantity Loading (1)||0.25 lbs/day||0.68 lbs/day||

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

minimum, percent removal, etc

(2) If Temperature is measured more than once a day, report the average for the day

NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab

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|FACILI|TY MAIL|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|ING ADDRESS (Street, City, Zip Code)|TELEPHONE NUMBER|TELEPHONE NUMBER|TELEPHONE NUMBER|CHIEF OPERTATOR'S NAME Leslie A Coon Jr|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(mg/l)||Ultraviolet||FECAL COLIFORM||REMARKS Enter anyother comments, observations, operating problems, equipment failures, etc.||| |||Influent Type|Effluent Type|Contact|Effluent|Effluent MF or MPN/100ml||||| |||||Minimum|Maximum|||||| ||1|||0.0|0.0|||||| ||2|||0.0|0.0|||||| ||3|||0.0|0.0|||||| ||4|||0.0|0.0|>|2419.6|||| ||5|||0.0|0.0|||||| ||6|||0.0|0.0|||||| ||7|||0.0|0.0|||||| ||8|||0.0|0.0|||||| ||9|||0.0|0.0|||||| ||10|||0.0|0.0|||||| ||11|||0.0|0.0|||||| ||12|||0.0|0.0|||||| ||13|||0.0|0.0|||||| ||14|||0.0|0.0|||||| ||15|||0.0|0.0|||||| ||16|||0.0|0.0|||||| ||17|||0.0|0.0|||||| ||18|||0.0|0.0|||||| ||19|||0.0|0.0||2|||| ||20|||0.0|0.0|||||| ||21|||0.0|0.0|||||| ||22|||0.0|0.0|||||| ||23|||0.0|0.0|||||| ||24|||0.0|0.0|||||| ||25|||0.0|0.0|||||| ||26|||0.0|0.0|||||| ||27|||0.0|0.0|||||| ||28|||0.0|0.0|||||| ||29|||0.0|0.0|||||| ||30|||0.0|0.0|||||| ||31|||0.0|0.0|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||> 70 30 day geometric mean(1)||||| |||||00|00|||||| |||||.|.|||||| |||lbs/day|||||||||

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

NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab

Page 3 of 4

|||||||||||Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Day | Date | Influent | - | Influent | - | Influent | - | Influent | - | Recirculation | Media effluent | Mixed Liquor | - | - | Return Act. | | - | 1 | Effluent | - | Effluent | - | Effluent | - | Effluent | - | Rate | settleable solids | S.S. (MLSS) | - | - | Waste Act. | | - | 2 | NH3 | - | DO | - | TKN | - | UOD | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||9.1|||||||||||| ||||||8.8|||||||||||| ||||||7.3|||||||||||| ||||0.297||9.1|||||||||||| ||||||9.2|||||||||||| ||||||9.1|||||||||||| ||||||9.0|||||||||||| ||||||9.2|||||||||||| ||||||7.5|||||||||||| ||||||10.2|||||||||||| ||||||9.7|||||||||||| ||||||13.4|||||||||||| ||||||9.5|||||||||||| ||||||9.2|||||||||||| ||||||9.8|||||||||||| ||||||12.4|||||||||||| ||||||13.7|||||||||||| ||||||8.8|||||||||||| ||||0.468||8.8||1.96||14.37|||||||| ||||||9.2|||||||||||| ||||||8.9|||||||||||| ||||||9.0|||||||||||| ||||||9.7|||||||||||| ||||||10.0|||||||||||| ||||||10.6|||||||||||| ||||||9.2|||||||||||| ||||||11.2|||||||||||| ||||||10.2|||||||||||| ||||||10.5|||||||||||| ||||||11.3|||||||||||| ||||||10.1|||||||||||| |Min:||||||||||||||||| ||||||7.3|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| |||||||||||||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

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

Page 4 of 4

Effect on Receiving Stream

Effect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving StreamEffect on Receiving Stream
Name of Receiving Stream
Shanty Hollow Creek
Date
Station
Parameter
Result

TRUCKED WASTE RECEIVED THIS MONTH

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

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

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

==> picture [65 x 12] intentionally omitted <==

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

Volume (Gal.) 2- All other wastes ----- End of picture text -----

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

  • a.Septage,etc

  • b. All others

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

I hereby affirm under penalty of perjury that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law

Leslie A Coon Jr.

Signature of Chief Operator or Designated Facility Representative

Date

Changes between versions

2026-01-12→2026-01-26
substantive change+8 −9

The scope of the proposed resolution was expanded to include the adoption of updated Equivalent Dwelling Unit (EDU) assessments and corrections via an attached Exhibit A.

  • Scope expanded from a single sewer O&M service charge of '$178 per BU per quarter' 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 dollar amount '$178 per BU per quarter' from the text of the resolution
  • Added authorization for 'The Attorney to the Village and Village Clerk' to make 'non-substantive, ministerial edits' to the proposed resolution or notice
  • Added provision that documents 'may be made available electronically' in addition to physical inspection at Village Hall
  • Document date changed from 2026-01-12 to 2026-01-26
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

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