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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

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 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

2026-03-09→2026-03-09
clerical+0 −0

The document title was slightly modified for consistency.

  • Title changed from 'Trustee Uku Village Green Report — February 2026' to 'Trustee Uku Village Green Report for February 2026'
Show red-line diff
Trustee Uku Village Green Report for February 2026 Mar 9, 2026 The Village Green Committee held no meetings in the month of February. However, committee members are already in the planning process for Spring Planting - Arbor Day 2026. This includes trawling through the tree nursery catalog, canvassing for locations, and updating their content for communications. ## **Here is the current draft of their updated mission statement:** The Red Hook Village Green Committee is proud to serve as steward of the Village’s Community Forestry Program, enhancing the natural beauty and biodiversity of our urban canopy. We maintain the tree inventory, host public events to maintain the Village's Tree City USA membership, and create a third space where people and plants unite. We act as a bridge between residents and the Board of Trustees, overseeing public bench donations, educational outreach, and beautification projects that enrich our walkable village. Annually, we host four public meetings, two planting days, one big Arbor Day observance in the spring, and provide plenty of volunteer and educational opportunities year-round. Since our founding in 2002, we have cultivated a resilient, welcoming Village landscape, and hope to serve generations of Red Hook residents (like you!) for years to come. The committee members express their thanks for the updated page on the Village website. They also respectfully request a listing of the current VGC meeting schedule. **Their next public meeting will be held on Thursday, April 16, 2026 at 6 PM in the Village Courtroom.** Finally, the design of their canvassing postcard is forthcoming for your approval. ## **Reminders:** - **I have set up a Village Street Tree Request Form** . Ask your Clerk (or a neighbor) if a complimentary street tree is right for you. The form can also be accessed from the Village Green Committee page at **https://www.redhookvillage.gov/200/Village-Green-Committee.** - If you have a little free time and want to meet fun neighbors, the Village Green might be just the place for you. Please contact the Clerk, or email **VGC Chair Tara Barrett -** hilbarr@gmail.com As always, it’s my pleasure to serve this hardworking team. - [ **francesuku@redhookvillage.gov** ]

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