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Plant 1 Operation Report (Page 1 of 4)

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Page 1 of 4

New York State Department of Environmental Conservation Division of Water

|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|SPEDES PRMIT NO. WASTEWATER FACILITY OPERATION REPORT FOR THE NY-0271420 Village of Red Hook FACILITY NAME|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY OWNER MONTH OF: September 2025 same|FACILITY L|FACILITY L|OCATION Red Hook, NY|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(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||0.0220|||73.2|||7.35|7.35||<0.1||||| ||2|0.00||0.0266|||78.7|||7.99|7.99||<0.1||||| ||3|0.00||0.0354|||72.1|||7.58|7.58||<0.1||||| ||4|0.00||0.0224|||72.3|||7.61|7.61||<0.1||||| ||5|0.80||0.0293|||73.6|||7.38|7.38||<0.1||||| ||6|0.00||0.0334|||72.4|||7.56|7.56||<0.1||||| ||7|0.00||0.0283|||74.1|||7.46|7.46||<0.1||||| ||8|0.00||0.0400|||74.2|||7.39|7.39||<0.1||||| ||9|0.00||0.0275|||74.3|||7.50|7.50||<0.1||||| ||10|0.00||0.0349|||74.2|||7.40|7.40||<0.1||||| ||11|0.00||0.0267|||72.4|||7.50|7.50||<0.1||||| ||12|0.00||0.0283|||73.4|||7.70|7.70||<0.1||||| ||13|0.00||0.0305|||73.2|||7.70|7.70||<0.1||||| ||14|0.00||0.0251|||73.6|||7.80|7.80||<0.1||||| ||15|0.00||0.0333|||74.5|||7.60|7.60||<0.1||||| ||16|0.00||0.0266|||73.7|||7.60|7.60||<0.1||||| ||17|0.00||0.0325|||72.9|||7.60|7.60||<0.1||||| ||18|0.00||0.0289|||73.2|||7.50|7.50||<0.1|221|5.7|97|1.5| ||19|0.00||0.0320|||73.4|||7.60|7.60||<0.1||||| ||20|0.00||0.0381|||71.9|||7.70|7.70||<0.1||||| ||21|0.00||0.0262|||71.3|||7.60|7.60||<0.1||||| ||22|0.00||0.0399|||72.4|||7.70|7.70||<0.1||||| ||23|0.00||0.0318|||72|||7.60|7.60||<0.1||||| ||24|0.00||0.0251|||72|||7.60|7.60||<0.1||||| ||25|1.50||0.0290|||73.1|||7.50|7.50||<0.1||||| ||26|0.75||0.0391|||74.6|||7.60|7.60||<0.1|187|3.4|82|2.6| ||27|0.00||0.0285|||74.7|||7.60|7.60||<0.1||||| ||28|0.00||0.0224|||74.3|||7.70|7.70||<0.1||||| ||29|0.00||0.0347|||74|||7.70|7.70||<0.1||||| ||30|0.00||0.0242|||71.5|||7.60|7.60||<0.1||||| ||31||||||||||||||||| | Total | - | - | 0.030 | - | - | Influent | - | Minimum | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Max: | - | - | Effluent | - | Maximum | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 3.05 | - | - | 0.0400 | - | - | 79 | - | Minimum | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | - | - | Monthly | - | - | Monthly Maximum | - | Maximum | - | - | - | Maximum | - | - | - | - | | - | - | - | Average | - | - | - | - | 7.4 | - | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | - | - | 8.0 | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | - | ||||||||||||||0.0|201|4.4|88|2.1| |||||||||||||||%Rem.->|98|%Rem.->|98| |||||||||||||30 Day Average Quantity Loading (1)||1.24 lbs/day||0.60 lbs/day||

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

  • (2) If Tem

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

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|Leslie A Coon Jr CHIEF OPERTATOR'S NAME|CERTIFICATION GRADE 3A| |---|---|---|---|---|---|---|---|---|---|---| |DAY|DATE|TOTAL PHOSPHORUS(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|||on|on|||||| ||2|||on|on|||||| ||3|||on|on|||||| ||4|||on|on|||||| ||5|||on|on|||||| ||6|||on|on|||||| ||7|||on|on|||||| ||8|||on|on|||||| ||9|||on|on|||||| ||10|||on|on|||||| ||11|||on|on|||||| ||12|||on|on|||||| ||13|||on|on|||||| ||14|||on|on|||||| ||15|||on|on|||||| ||16|||on|on|||||| ||17|||on|on|||||| ||18|||on|on||<1|||| ||19|||on|on|||||| ||20|||on|on|||||| ||21|||on|on|||||| ||22|||on|on|||||| ||23|||on|on|||||| ||24|||on|on|||||| ||25|||on|on|||||| ||26|||on|on||<1|||| ||27|||on|on|||||| ||28|||on|on|||||| ||29|||on|on|||||| ||30|||on|on|||||| ||31|||||||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) Monthly||<1 30 day geometric mean(1)||||| |||||||||||| |||||on|on|||||| |||lbs/day||||||||| ||||||||||||

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

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

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|||||||||||Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control|Activated Sludge Process Control Fixed Media Process Control||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| | Day | Date | Influent | - | Influent | - | Influent | - | Influent | - | Recirculation | Media effluent | Mixed Liquor | - | - | Return Act. | | - | 1 | Effluent | - | Effluent | - | Effluent | - | Effluent | - | Rate | settleable solids | S.S. (MLSS) | - | - | Waste Act. | | - | 2 | NH3 as N | - | DO | - | - | - | - | - | - | - | mg/l | - | - | Sludge (RAS) | | - | 3 | - | - | - | - | - | - | - | - | - | - | 5 Minutes | - | - | Sludge (WAS) | | - | 4 | - | - | - | - | - | - | - | - | - | - | 30 minutes | - | - | M.G.D. | | - | 5 | - | - | - | - | - | - | - | - | - | - | Settleable Sludge | - | - | lbs/day | | - | 6 | - | - | - | - | - | - | - | - | - | - | Volume (SSV) ml/l | - | - | - | | - | 7 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 8 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 9 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 13 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 15 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 17 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 18 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 19 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 21 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 22 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 23 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 25 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 27 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 28 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 29 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 30 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | 31 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||M.G.D|ml/l|||||| ||||||7.9|||||||||||| ||||||7.2|||||||||||| ||||||7.9|||||||||||| ||||||8.7|||||||||||| ||||||8.2|||||||||||| ||||||7.0|||||||||||| ||||||7.6|||||||||||| ||||||7.6|||||||||||| ||||||7.2|||||||||||| ||||||7.0|||||||||||| ||||||8.1|||||||||||| ||||||8.0|||||||||||| ||||||8.4|||||||||||| ||||||8.2|||||||||||| ||||||7.1|||||||||||| ||||||7.4|||||||||||| ||||||11.7|||||||||||| ||||0.09||9.3|||||||||||| ||||||8.2|||||||||||| ||||||7.9|||||||||||| ||||||7.8|||||||||||| ||||||8.3|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||<0.05||8.7|||||||||||| ||||||8.2|||||||||||| ||||||8.3|||||||||||| ||||||8.4|||||||||||| ||||||9.2|||||||||||| |||||||||||||||||| |Min:|||0.1|||||||||||||| ||||||7.0|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| |||||||||||||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

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

Page 4 of 4

Effect on Receiving Stream

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

|Name and am during month: a.|ount of chemicals used in treatment process gallons| |---|---| |b.|gallons| |c.|Gallons| |d.|lbs.| |e.|Gallons| |f.|Gallons| | Amount of ece | ctrical power consumed: | | a. Commercial | 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: cubic feet| ||gallons| ||gallons| ||tons| ||s cubic feet| ||gallons|

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Sludge removal from plant: a. amount 5000 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:

TRUCKED WASTE RECEIVED THIS MONTH

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

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

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

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

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

Max day ----- End of picture text -----

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Total ----- End of picture text -----

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

a.Septage,etc

b. All others

Labor expended:
POSITION NAMENUMBER FULL TIMENUMBER PART TIMETOTAL HOURS
Operator240240

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.

10/28/2025 Date

Signature of Chief Operator or Designated Facility Representative

Changes between versions

2025-06-09→2025-06-09
substantive change+0 −22

The document was significantly truncated to include only the Utility Billing Report section.

  • Title changed from 'Water Department Report — May 2025' to 'Utility Billing Report — May 2025'
  • Removed 'Water Department' section regarding water usage and testing results
  • Removed 'Language Access Grant' section regarding equipment and MIG grant
  • Removed 'School Speed Zone & Village-wide 25 mph Projects' section regarding DOT advisory changes and school district support
Show red-line diff
Amy Smith Reports for Village Board Meeting: Monday, June 9, 2025 ## **Water Department** There was no meeting since the last Board meeting. However, I can report on water usage and testing results. In the month of May, the Village Water Department customers used almost 9 million gallons of water (8,918,020) for an average consumption of 287,678 gallons per day. Three locations were sampled on May 21, 2025. All three locations were negative for Coliform and E. coli. The free chlorine residual amounts ranged from .35 mg/liter to .01 mg/liter. As a reminder, there are 1000 mg in a liter of water. ## **Language Access Grant** In keeping with what I said at last month’s workshop meeting, equipment was purchased that will allow anyone attending a public meeting to get simultaneous interpretation via bluetooth headphones linked to Chromebooks that connect the users with a remote interpreter who is accessing the meeting via the Village’s Zoom account. The Village has 5 sets of headphones and 5 Chromebooks, each with a protective sleeve case. The full cost of this equipment is reimbursable by Dutchess County via the Village’s MIG grant to provide greater Language Access to Village information and services. ## **School Speed Zone & Village-wide 25 mph Projects** I have taken over these initiatives begun by Trustee Kym Bradley-Rickard. After reading the draft report from Creighton Manning, I’ve set up a meeting with Ken Wersted, the Village’s contact. I will be asking Mr Wersted about how recent advisory changes by DOT might affect the draft reports’ conclusions and suggest a final report. The next step to move the school speed zone forward is for the Village to pass a resolution in favor of establishing one which would be submitted to DOT along with a letter of support from the school district. The school district has expressed enthusiasm for the project and, provided I have the letter of support by the June workshop, I will present a resolution on the topic so that we can get this project moving again. ## Utility Billing Report Water/Sewer Department May 2025 |Utility Billing Report<br>Water/Sewer Department<br>May 2025|| |---|---| |Utility Bills Issued|$0.00| |Penalties/Finance Charges Issued|$1,117.85| |Utility Payments Received|$24,112.43| |Accounts Receivable Outstanding to the Village as of 6/1/2025|$12,542.77| Bill Adjustments[1] - None Submitted by, Jennifer Cavanaugh, Water/Sewer Clerk > 1 All adjustments must be approved by Water Department and Mayor and reviewed by Board of Trustees. One adjustment allowed per 5‐year period.
2025-06-09→2025-06-09
clerical+0 −0

The document remains substantively unchanged.

  • Title header changed from 'Utility Billing Report — May 2025' to 'Utility Billing Report — Water/Sewer Department, May 2025'
Show red-line diff
## Utility Billing Report Water/Sewer Department May 2025 |Utility Billing Report<br>Water/Sewer Department<br>May 2025|| |---|---| |Utility Bills Issued|$0.00| |Penalties/Finance Charges Issued|$1,117.85| |Utility Payments Received|$24,112.43| |Accounts Receivable Outstanding to the Village as of 6/1/2025|$12,542.77| Bill Adjustments[1] - None Submitted by, Jennifer Cavanaugh, Water/Sewer Clerk > 1 All adjustments must be approved by Water Department and Mayor and reviewed by Board of Trustees. One adjustment allowed per 5‐year period.

References

This document cites or incorporates the following separate documents:

Referenced by

These other documents cite or incorporate this one:

  • 2025-11-17EPA Discharge Monitoring Report — October 2025
    — pins a specific version of this chain
    Both are independent monthly SPDES operation reports for the same facility but covering different months (September vs. October 2025), each a separate regulatory filing rather than revisions of the same singular decision.
  • 2025-11-17Water Quality Lab Report #76018 — September 2025
    — pins a specific version of this chain
    Document A is a lab test report for a specific sample batch (Report #76018, September 2025); Document B is a monthly operational compliance form for the same facility—they are separate artifacts serving different reporting slots (lab analysis vs. operational summary), though B may reference or incorporate data from A.
  • 2025-11-17Water Quality Lab Report #76017 — September 2025
    — pins a specific version of this chain
    Document A is a lab test report for a specific sample batch (Report #76017, September 2025); Document B is a monthly operational compliance form for the same facility—they are separate artifacts serving different reporting slots (lab analysis vs. operational summary), though B may reference or incorporate data from A.
  • 2025-09-182025 09 18
    Document B is a separate NYS DEC operational report on a facility, referenced or attached to support board discussion of WWTP operations, not a revision of Document A.
  • 2025-10-06Sewer Department Report — September 2025
    Document A is an internal operational report on sewer department activities; Document B is a separate NYS DEC regulatory compliance report on the same facility—different documents serving different slots (internal operations vs. external regulatory reporting).
  • 2025-10-28DEC Water Violation Report Form — October 2025
    Document A is a DEC noncompliance report filed on 2026-04-09 regarding a specific permit violation event from 2025-09-18; Document B is a separate NYS DEC operational report from 2025-11-13 about facility operations—they are distinct documents that may relate to the same facility but serve different purposes (violation reporting vs. routine operations reporting).

Recurring pattern

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