Red Hook WatchIndependent Community Resource

NYS DEC SPEDES Monthly Operation Report — Facility 2

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  1. 12026-01-12

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New York State Department of Environmental Conservation Division of Water

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

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|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|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New York State Department of Environmental Conservati Division of Water|New 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-0271420 Village of Red Hook||||||FACILITY OWNER MONTH OF: November 2025 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|||10570|||64|||8.20|8.20||<0.01||||| ||2|||5667|||63.1|||7.60|7.60||<0.01||||| ||3|||1646|||64.2|||7.70|7.70||<0.01||||| ||4|||9349|||66.2|||7.60|7.60||<0.01||||| ||5|||5865|||64.3|||7.40|7.40||<0.01||||| ||6|||8582|||65.3|||7.51|7.51||<0.01|||190|5.3| ||7|||5415|||64.4|||7.52|7.52||<0.01||||| ||8|||7230|||65.5|||7.60|7.60||<0.01||||| ||9|||5574|||63.9|||7.70|7.70||<0.01||||| ||10|||5879|||68.4|||7.50|7.50||<0.01||||| ||11|||8948|||64|||7.90|7.90||<0.01||||| ||12|||10736|||62.4|||7.70|7.70||<0.01||||| ||13|||4742|||62.6|||7.67|7.67||<0.01||||| ||14|||5766|||61|||7.84|7.84||<0.01||||| ||15|||11934|||60.6|||8.00|8.00||<0.01||||| ||16|||12830|||60.4|||7.93|7.93||<0.01||||| ||17|||4726|||65.3|||7.70|7.70||<0.01||||| ||18|||2177|||62|||7.85|7.85||<0.01||||| ||19|||7305|||60.4|||7.87|7.87||<0.01||||| ||20|||0.015|||62.1|||7.56|7.56||<0.01|233|2.9|192|6.9| ||21|||8602|||62.1|||7.59|7.59||<0.01||||| ||22|||17032|||62.8|||7.68|7.68||<0.01||||| ||23|||8652|||62.2|||7.30|7.30||<0.01||||| ||24|||9466|||62.4|||7.50|7.50||<0.01||||| ||25|||1476|||63|||7.40|7.40||<0.01||||| ||26|||10498|||60.8|||7.76|7.76||<0.01||||| ||27|||6875|||62.76|||7.50|7.50||<0.01||||| ||28|||10235|||64|||7.70|7.70||<0.01||||| ||29|||14642|||64.2|||7.70|7.70||<0.01||||| ||30|||1627|||64.2|||7.50|7.50||<0.01||||| ||31||||||||||||||||| | Total | 7960 | - | - | Influent | - | Minimum | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | Max: | - | - | Effluent | - | Maximum | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 0.00 | 17032 | - | - | 68 | - | Minimum | - | - | - | Maximum | - | 30 day flow-weighted avg (1) | - | 30 day flow-weighted avg (1) | | - | Monthly | - | - | Monthly Maximum | - | Maximum | - | - | - | Maximum | - | - | - | - | | - | Average | - | - | - | - | 7.3 | - | - | - | 0.0 | - | - | - | - | | - | - | - | - | - | - | 8.2 | - | - | - | - | - | - | - | - | | - | - | - | - | - | - | Monthly | - | - | - | - | - | - | - | - | ||||||||||||||0.0|233|2.9| 192| 6.9| |||||||||||||||%Rem.->|99|%Rem.->|96| |||||||||||||30 Day Average Quantity Loading (1)||0.36 lbs/day||0.85 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|Leslie A Coon Jr CHIEF OPERTATOR'S NAME|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|||ON|ON|||||| ||2|||ON|ON|||||| ||3|||ON|ON|||||| ||4|||ON|ON|||||| ||5|||ON|ON|||||| ||6|||ON|ON||50|||| ||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|||||| ||19|||ON|ON|||||| ||20|||ON|ON||1|||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||Rome for filter bypassing due to switch accidentally left off||| ||24|||ON|ON|||||| ||25|||ON|ON|||||| ||26|||ON|ON|||||| ||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) ON ON Monthly||7.1 30 day geometric mean(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

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 | - | 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|||||| ||||||8.2|||||||||||| ||||||8.1|||||||||||| ||||||8.4|||||||||||| ||||||8.8|||||||||||| ||||||8.8|||||||||||| ||||0.064||8.6|||||||||||| ||||||9.6|||||||||||| ||||||9.3|||||||||||| ||||||9.0|||||||||||| ||||||8.7|||||||||||| ||||||8.5|||||||||||| ||||||8.7|||||||||||| ||||||8.2|||||||||||| ||||||8.4|||||||||||| ||||||9.8|||||||||||| ||||||9.0|||||||||||| ||||||8.7|||||||||||| ||||||9.0|||||||||||| ||||||9.3|||||||||||| ||||||9.9||<0.61||<7.10|||||||| ||||||9.4|||||||||||| ||||||9.1|||||||||||| ||||||9.4|||||||||||| ||||||8.9|||||||||||| ||||||8.6|||||||||||| ||||||10.5|||||||||||| ||||||9.3|||||||||||| ||||||9.5|||||||||||| ||||||9.2|||||||||||| ||||||8.7|||||||||||| |||||||||||||||||| |Min:||||||||||||||||| ||||||8.1||<0.61||<7.10|||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| ||||0.064|||||||||||||| |||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

  • 1- Septage, holding tank waste and portable toilet waste Total Max day

  • Volume (Gal.) 2- All other wastes

==> picture [120 x 5] intentionally omitted <==

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

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

|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|

| Sludge removal fro | m plant: | | a. amount | #REF! | | b. solid content | - | | c. Volitile Solids C | - | | d. Disposal Site: | - | | Other Solid Waste | - | | a. Screenings | - | | b. Grit | - | | c. Ashes | - | | d. | - | | e. | - | | f. | - | | g. Disposal Site | - | ||| ||ontent| ||Superior Sanitation| ||s:| ||| ||| ||| ||| ||| |||

Digester Gas Wasted

Labor expended:

Labor expended:
POSITION NAMENUMBER FULL TIMENUMBER PART TIMETOTAL HOURS
Operator120120
Supervisor6060

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

12/26/2025 Date

Changes between versions

2025-10-062025-10-06
clerical+13896

The document title was shortened and the header structure was reorganized.

  • Title changed from 'AG Environmental Lab Report — LCR Testing — September 2025' to 'Water Systems Operation Report — September 2025'
  • The document header was reorganized, moving 'Microbiological Sample Results' to a position below the main title
  • The table structure for 'Source Water Type(s)' was reformatted from a single cell to multiple rows
Show red-line diff
Microbiological Sample Results ## **NEW YORK STATE DEPARTMENT OF HEALTH** Bureau of Water Supply Protection ## **Water Systems Operation Report** MicrobiologicalBureau Sampleof ResultsWater Supply Protection ||Public Water System Name<br>~~es~~|Public Water System Name<br>~~es~~|Public Water System Name<br>~~es~~|Public Water System Name<br>~~es~~|Reporting Month/Year<br>~~es~~|Reporting Month/Year|<br>~~es~~|Date Report Submitted<br>~~es~~|Date Report Submitted<br>~~es~~|Date Report Submitted<br>~~es~~|Source Water Type(s)<br>~~es~~|Source Water Type(s)<br>~~es~~| |---|---|---|---|---|---|---|---|---|---|---| || **Village of Red Hook** | - | - | - | Sep-25 | - | 10/1/2025 | - | - | Surface<br> | | ~~a~~ | - | - | - | ~~a~~ | - | ~~a~~ | - | - | Ground<br> | | - | - | - | - | - | - | - | - | - | GWUDI<br> | | - | - | - | - | - | - | - | - | - | Purchase with subsequent chlorination<br> | | - | - | - | - | - | - | - | - | - | Purchase w/out subsequent chlorination| | | - | - | - | - | - | - | - | - | - | ~~a~~ | | - | - | - | - | - | - | - | - | - | ~~ee~~ | |Public Water System ID<br>~~ee~~||||County<br>~~ee~~||Town, Village, or City<br>~~ee~~||||| ||**NY1302775**<br>~~a~~||||**Dutchess**||**Village of Red Hook**||||| |~~et~~<br>~~a(~~<br>~~et|re~~||||||||||| |DATE<br>~~et~~<br>~~a~~|Source(s) in Use<br>~~et|~~<br>~~a~~|Treated water<br>volume (1,000<br>gallons/day)<br>~~a~~<br>~~|~~<br>~~a~~|Chlorination<br>~~a(~~<br>~~re~~|||Chlorination||Other Treatments / Readings<br>~~(~~<br>|||| ||||Gaseous<br>~~a(~~<br>~~re~~||Liquid<br>~~(~~<br>~~reTe~~|Free chlorine<br>residual at entry<br>point (mg/l)<br>~~(~~<br>~~Te~~|~~(~~<br>~~Te~~<br>~~ee~~|~~(~~<br>~~Te~~<br>~~ee~~|~~(~~<br>~~Te~~<br>~~ee~~|~~(~~<br>~~Te~~<br>~~ee~~| ||||Cylinder<br>weight (lbs.)<br>~~(~~<br>~~re~~<br>~~ee~~|Chlorine<br>used per<br>day (lbs.)<br>~~(~~<br>~~re~~<br>~~ee~~|Hypochlorite added to<br>crock (gallons or quarts)<br>~~(~~<br>~~reTe~~<br>~~ee~~|||||| |1<br>~~et~~<br>~~a~~|3,9,12,13&15<br>~~et |~~<br>~~a~~|125864<br><br>~~| ~~<br>~~a~~|~~(~~<br> ~~re~~<br>~~ee~~|~~(~~<br>~~re~~<br>~~ee~~|10<br>~~(~~<br>~~re~~<br>~~ee~~|2.23<br>~~(~~<br>|~~(~~<br><br>~~ee~~|~~(~~<br><br>~~ee~~|~~(~~<br><br>~~ee~~|~~(~~<br><br>~~ee~~| |2<br>~~a ~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~a~~|127601<br>~~a~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|2.09<br>~~ee~~|~~ee~~|~~ee~~|~~ee~~|~~ee~~| |3<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~|127171<br>~~ee~~<br>~~a~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~se~~|10<br>~~ee~~<br>~~se~~|2.19<br>~~ee~~||||| |4<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~<br>~~a~~|124483<br>~~ee ~~<br>~~a~~<br>~~a~~|~~ee~~<br>~~ee~~<br>~~a~~|~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~ee~~|2.02<br>~~ee~~<br>~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |5<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a ~~<br>~~a~~<br>~~a~~|185156<br> ~~a~~<br>~~a~~<br>~~es~~|~~ee ~~<br>~~a~~<br>~~ee~~|~~se~~<br>~~ee~~<br>~~ee~~|10<br>~~se~~<br>~~ee~~<br>~~ee~~|2.05<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|| |6<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a ~~<br>~~a~~|259190<br> ~~a~~<br>~~es~~|~~a~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee ~~<br>~~ee~~|2.01<br> ~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|| |7<br>~~a ~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~a~~|258013<br>~~es ~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|10<br>~~ee~~<br>~~ee~~|1.9<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|| |8<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~|259536<br>~~ee~~<br>~~es~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|1.89<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|| |9<br>~~a ~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~a~~<br>~~a~~|277877<br>~~ee ~~<br>~~es~~<br>~~se~~|~~ee~~<br>~~ee~~<br>~~se~~|~~ee~~<br>~~ee~~<br>~~se~~|10<br>~~ee~~<br>~~ee~~<br>~~ee~~|1.88<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~eee~~| |10<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~<br>~~a~~|279675<br>~~es ~~<br>~~se~~<br>~~a~~|~~ee~~<br>~~se~~<br>~~a~~|~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|1.79<br>~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~eee~~| |11<br>~~a ~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~a~~|247800<br>~~se~~<br>~~a~~|~~se~~<br>~~a~~|~~se~~<br>~~ee~~|10<br>~~ee~~<br>~~ee~~|1.84<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~eee~~| |12<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a ~~<br>~~a~~<br>~~a~~|241830<br> ~~a~~<br>~~se~~<br>~~a~~|~~a~~<br>~~se~~<br>~~a~~|~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~ee~~|1.88<br>~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~ee~~|~~se~~| |13<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~|239652<br>~~a~~<br>~~ee~~|~~a~~<br>~~ee~~|~~ee~~<br>~~ee~~|20<br>~~ee~~<br>~~ee~~|1.93<br>~~ee~~<br>~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |14<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a ~~<br>~~a~~<br>~~a~~|239095<br> ~~a~~<br>~~ee~~<br>~~a~~|~~a~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee ~~<br>~~ee~~<br>~~ee~~|2.02<br> ~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|| |15<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~<br>~~a~~|248949<br>~~ee ~~<br>~~a~~<br>~~es~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|1.91<br>~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~| |16<br>~~a ~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br> ~~a ~~<br>~~a~~<br>~~a~~|242019<br> ~~a~~<br>~~es~~<br>~~a~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|1.83<br>~~ee ~~<br>~~ee~~<br>~~ee~~|~~ee ~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~| |17<br>~~a ~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~a~~<br>~~a~~|239740<br>~~es ~~<br>~~a~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|10<br>~~ee~~<br>~~ee~~<br>~~ee~~|1.89<br>~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~| |18<br>~~a ~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br> ~~a ~~<br>~~a~~<br>~~ee~~|252142<br> ~~a~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~<br>~~es~~|~~ee~~<br>~~ee~~|1.84<br>~~ee ~~<br>~~ee~~|~~ee ~~|~~ee~~|~~ee~~|| |19<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~ee~~|251368<br>~~ee ~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~es~~|10<br>~~ee~~|1.89<br>~~ee~~||||| |20<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~ee~~<br>~~a~~<br>~~a~~|256818<br>~~ee~~<br>~~se~~<br>~~ee~~|~~ee~~<br>~~se~~<br>~~se~~|~~es~~<br>~~se~~<br>~~se~~|5<br>~~se~~<br>~~se~~|1.75<br>~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |21<br>~~a~~|3,9,12,13&15<br>~~a~~|251378<br>~~ee~~|~~se~~|~~se~~|5<br>~~se~~|1.79||||| |22<br>~~a ~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br> ~~a~~<br>~~ee~~<br>~~es~~|245761<br>~~ee ~~<br>~~ee~~<br>~~es~~|~~se~~<br>~~ee~~<br>~~es~~|~~se~~<br>~~es~~|~~se~~<br>~~ee~~|1.71<br>~~CO~~|~~CO~~|~~CO~~||| |23<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~es~~<br>~~ee~~|224852<br>~~es~~<br>~~ee~~|~~es~~<br>~~ee~~|~~es~~<br>~~es~~|10<br>~~ee~~|1.73||||| |24<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~es~~<br>~~ee~~<br>~~a~~|216747<br>~~es~~<br>~~ee~~<br>~~a~~|~~es~~<br>~~ee~~<br>~~es~~|~~es~~<br>~~es~~<br>~~es~~|~~ee~~<br>~~ee~~|1.81||||| |25<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~ee~~<br>~~a~~|225677<br>~~ee~~<br>~~a~~|~~ee~~<br>~~es~~|~~es~~<br>~~es~~|25<br>~~ee~~|1.82||||| |26<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~a~~<br>~~a~~<br>~~ee~~|217330<br>~~a~~<br>~~se~~<br>~~ee~~|~~es~~<br>~~se~~<br>~~ee~~|~~es~~<br>~~se~~<br>~~es~~|~~ee~~<br>~~se~~|1.81<br>~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |27<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~ee~~|219993<br>~~ee~~|~~ee~~|~~es~~||1.84|||~~OO~~|| |28<br>~~a~~<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~ee~~<br>~~ee~~|260779<br>~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~es~~<br>~~QC~~|~~QC~~|1.87<br>~~QC~~|~~QC~~|~~QC~~|~~QC~~<br>~~OO~~|~~QC~~| |29<br>~~a~~|3,9,12,13&15<br>~~se~~|231643<br>~~se~~|~~se~~|~~se~~|~~se~~|1.66|||~~OO~~|| |30<br>~~a~~<br>~~a~~|3,9,12,13&15<br>~~se~~<br>~~es~~|230507<br>~~se ~~<br>~~ee~~|~~es~~<br>~~ee~~|~~es~~<br>~~ee~~|10<br>~~es~~<br>~~ee~~|1.75<br>~~es~~<br>~~es~~||||| |~~a~~<br>~~a~~|~~es~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~es~~<br>~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**Total**<br>~~a~~<br>~~a~~|~~es ~~|6808646<br> ~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|~~ee~~<br>~~ee~~|155<br>~~ee~~<br>~~ee~~|~~es~~<br>~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**AVG.**<br>~~a~~<br>~~a~~|~~a~~|226955<br>~~ee~~|~~ee~~|#DIV/0!<br>~~ee~~|5.00<br>~~ee~~|1.83<br>~~ee ~~|#DIV/0!<br> ~~ee~~|#DIV/0!<br>~~ee~~|#DIV/0!<br>~~eee~~|#DIV/0!<br>~~ee~~| Chlorine Mix Ratio = 1 quarts/gallons of **12.5** % chlorine added to gallons of water in crock Reported by: Leslie A Coon Jr Title: Sr. Area Manager NYS DOH Operator Certification Number: **NY0039091** Signature: Date: **10/1/2025** Operator Grade Level **IIB/C** **Microbiological Samples and Free Chlorine Residual** | Sample Location | Date of Sample | Sample Type | Total | E.coli | Free Chlorine Residual | Did not collect/analyze repeat sample. | Did not collect/analyze repeat sample.3 | | - | - | 1.Routine | Coliform | Positive | (mg/l) | - | -3 | | - | - | 2.Repeat | Positive | - | - | **PopulationDid Served:**not collect/analyze repeat sample. | | - | - | - | - | - | - | Free Chlorine Residual | | - | - | - | - | - | - | **Population Served:** | | - | - | - | - | - | - | **Number of microbiological monitoring samples required:** | **Number of microbiological monitoring samples required:** | | - | - | - | - | - | - | **Number of microbiological monitoring samples taken:** | **Number of microbiological monitoring samples taken:** | | - | - | - | - | - | - | **Did an M&R violation oc** | **Did an M&R violation oc** | | - | - | - | - | - | - | If “Yes,” check reason (s) below: | If “Yes,” check reason (s) below: | | - | - | - | - | - | - | Actual number of samples is fewer than required. | Actual number of samples is fewer than required. | | - | - | - | - | - | - | Did an MCL violation occur? | Did an MCL violation occur? | | - | - | - | - | - | - | Did not collect/analyze for E. coli for positive total coliform from | Did not collect/analyze for E. coli for positive total coliform from | | - | - | - | - | - | - | routine/repeat sample. | routine/repeat sample. | | - | - | - | - | - | - | If “**Yes**,” check reason(s) below (see also Part 5, Table 6 for | If “**Yes**,” check reason(s) below (see also Part 5, Table 6 for | | - | - | - | - | - | - | additional information). | additional information). | | - | - | - | - | - | - | For systems collecting less than 40 samples per month: two or mmore |of For systems collecting less than 40 samples per month: two or mthe | | - | - | - | - | - | - | samples (routine and /or repeat) are positive for total coliform (= | samples (routine and /or repeat) are positive for total coliform (= | | - | - | - | - | - | - | MCL | MCL | | - | - | - | - | - | - | violation). | violation). | | - | - | - | - | - | - | The original sample was E.coli positive and at least 1 repeat sam | The original sample was E.coli positive and at least 1 repeat sam | | - | - | - | - | - | - | positive for total coliform ( =E.coli MCL violation | positive for total coliform ( =E.coli MCL violation | | - | - | - | - | - | - | ). | ). | | - | - | - | - | - | - | For systems collecting 40 or more samples per month: more than |5% For systemsof collecting 40 or more samples per month: more thanthe | | - | - | - | - | - | - | samples (routine and/or repeat) are positive for total coliform (= t | samples (routine and/or repeat) are positive for total coliform (= t | | - | - | - | - | - | - | MCL | MCL | | - | - | - | - | - | - | violation). | violation). | | - | - | - | - | - | - | Yes | Yes | | - | - | - | - | - | - | No | No | | - | - | - | - | - | - | Yes | Yes | | - | - | - | - | - | - | No | No | |||||||||3| |11 Cambridge|9/19/2025|**1**|Yes<br>No|Yes<br>No|1.55|| |7588 Broadway<br>~~a~~|9/19/2025<br>~~ee~~|**1**<br>~~ee~~|Yes<br>No<br>~~ee~~|Yes<br>No<br>~~ee~~|1.12<br>~~ee~~|| |Traditions Post office<br>~~a~~|9/19/2025<br>~~ee~~|**1**<br>~~ee~~|Yes<br>No<br>~~ee~~|Yes<br>No<br>~~ee~~|1.07<br>~~ee~~|| |~~a~~|~~ee~~|~~ee~~|Yes<br>No<br>~~ee~~|Yes<br>No<br>~~ee~~|~~ee~~|| |||||||||3| |7588 Broadway|9/19/2025|**1**|Yes<br>No|Yes<br>No|1.12|||ore of the<br>total coliform<br>ple was<br>5% of the<br>otal coliform| |Traditions Post office|9/19/2025|**1**|Yes<br>No|Yes<br>No|1.07|||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||Reminder: System must collect a<br>monitoring samples during the|minimum of five (5) routine microbiological<br>monitoring samples during the month following a repeat sample collection.|| ||||Yes<br>No|Yes<br>No||||| |||||||**As required by 5-1.72, “Operation**<br>**form shall be sent to your local hea**<br>**the next reporting period.**|**of a Public Water System,” a copy of this**<br>**lthform shall be sent to your local health department by the 10th calendar day of**|<br>**the next reporting period.**| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ||||Yes<br>No|Yes<br>No||||| ## **Sample Collector(s):** Les Coon Jr **Name of NYSDOH Certified Laboratory:** AG Environmental labs **Did any MCL violation occur? If so, please describe:** NO **Did an emergency or low pressure problem occur? Did source water bypass an existing treatment process in the system? If so, please explain.** Service line leak in area of Golden Wok (abandoned service line) **Comments:** Discovered distribution valve #2 open creating a bypass in flow metering. After closing flow increased from ~83 gpm to ~164 gpm NYSDOH ELAP # 12081 =| LABORATORY CERTIFICATE OF RESULTS eS PA DEP # 68-05705 **AG ENVIRONMENTAL RSC, LLC** (3h SEESa Rt at RtRt wt)5 FLORIDA (Legionella) # E871152Connecticut # PH-0808 86 Queen Mountain Road, Ferndale, New York, 12734 / Phone: 845.704.8151 / Fax: 845.414.0051 **Original Report #: 76118** ~~ee~~ **Bill-to Customer Information Customer (C51276) Water Source Location X51276-346** ~~ee ee~~ **LCR Issue Date: 09/25/2025** H2O Innovation { JCO Inc. } **Source Name:** Village of Red Hook - DW **Name:** ~~a~~ **Address:** ~~eG~~ 4 Commerce Street **Address:** Village of Red Hook ~~a~~ **Town:** ~~GG~~ POUGHKEEPSIE **State:** NY **Zip:** 12603 **Town:** Red Hook **State:** NY **Zip:** 12571 ~~a~~ **Phone:** ~~a~~ (845) 486-1030 ~~GG~~ **PWSID/SPDES:** 1302775 **Contact Email:** Sullivan1results@h2oinnovation.com Les Coon **Name:** ~~**a**~~ **Fax:** ~~Ge~~ **Phone:** ~~Ce~~ 845-544-3151 **Sample(s) delivered on** 09/19/2025 **at** 01:52 PM **From COC#:** 72677 |**Sample#**|**MTX**|**Sample Point**|**Sampled**<br>**Date & Time **|**Temp **|**Pres.**<br>**Y/N/T**|**Res**<br>**Cl**|**Int**|**Analyze**<br>**Prep Date**<br>**Time**|**Analyte/Test Method**|**Comment**<br>**(see table)**|**Results**|**MCL/SMCL**<br>**(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---| |S000268437|DW-G|11 CAMBRIDGE|09/19/2025<br>11:48 AM|18.1°C<br>G4|N|1.55 LC|1.55 LC|09/22/2025<br>11:01 AM<br>KD|Sulfate by EPA 300.0 Method|N<br>SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269720|DW-G|11 CAMBRIDGE|09/19/2025<br>11:48 AM|18.1°C<br>G4|T|1.55 LC|1.55 LC|09/19/2025<br>03:14 PM<br>JF|Coliform P/A & E.coli by SM22 9223B<br>(Colilert) Method|N<br>1758309276087|Coliform: Absence<br>E.coli: Absence|MCL: Zero<br>MCL: Zero| |S000269721|DW-G|7588 BROADWAY|09/19/2025<br>11:17 AM|18.1°C<br>G4|T|1.12 LC|1.12 LC|09/19/2025<br>03:14 PM<br>JF|Coliform P/A & E.coli by SM22 9223B<br>(Colilert) Method|N<br>1758309276087|Coliform: Absence<br>E.coli: Absence|MCL: Zero<br>MCL: Zero| |S000269717|DW-G|7588 BROADWAY|09/19/2025<br>11:17 AM|18.1°C<br>G4|N|1.12 LC|1.12 LC|09/22/2025<br>11:01 AM<br>KD|Sulfate by EPA 300.0 Method|N<br>SO4-00056|Sulfate: 14.2 mg/L|MCL: 250 mg/L| |S000269718|DW-G|TRADITIONS POST OFFICE|09/19/2025<br>10:43 AM|18.1°C<br>G4|N|1.07 LC|1.07 LC|09/22/2025<br>11:01 AM<br>KD|Sulfate by EPA 300.0 Method|N<br>SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269719|DW-G|TRADITIONS POST OFFICE|09/19/2025<br>10:43 AM|18.1°C<br>G4|T|1.07 LC|1.07 LC|09/19/2025<br>03:14 PM<br>JF|Coliform P/A & E.coli by SM22 9223B<br>(Colilert) Method|N<br>1758309276087|Coliform: Absence<br>E.coli: Absence|MCL: Zero<br>MCL: Zero| |S000269716|DW-G|ENTRY PT|09/19/2025<br>10:58 AM|18.1°C<br>G4|N|1.8 LC|1.8 LC|09/22/2025<br>11:01 AM<br>KD|Sulfate by EPA 300.0 Method|N<br>SO4-00056|Sulfate: 14.3 mg/L|MCL: 250 mg/L| Comment Table: N - No Comment | Remarks: T = Sodium Thiosulfate | This report cannot be reproduced without written permission of Sullivan County Labs. Test results are limited to those methods under which our lab is certified by ELAP. Results only relate to actual samples received. The following information is provided by the customer and not by the laboratory: Source information, matrix, sample point, sampled date/time, residual chlorine, initials, and test requested. Authorized By: Original Report #: 76118 Page 1 of (2) **Allanha Wickham** | _Document Control_ Original Report #: 76118 Page 2 of (2) Language & Accessibility Options Info@Redhooknyvillage.Org Logout ## DRIP **Document Name** 092025VillageofRedHookWTP.pdf **PWS ID Number** NY1302775 **PWS Name** RED HOOK VILLAGE **Uploaded By** Leslie Coon **Upload Date** 10/1/2025 1:20:29 PM **Document Status** Pending Review **Document Type** Monthly Operation Report **Report Month** September 2025 **Average Chlorine Residual at Entry Point** 1.83 mg/L **Minimum Chlorine Residual at Entry Point** 1.71 mg/L **Average Daily Treated Volume of Water** 226,955 Gallons **Total Treated Volume of Water this Month** 6,808,646 Gallons **Maximum Daily Treated Volume of Water** 279,675 Gallons **Was there a positive Total Coliform/E. Coli?** No **Did an Emergency Occur** Yes **Previous Versions** September 2025 Edit Document Data  |

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