DEC SPEDES Wastewater Facility Operation Reports — August 2025

↑Meetings/Document history/chain_2492

1 versions2025-10-06attached document

Versions

12025-10-06
DEC SPEDES Wastewater Facility Operation Reports — August 2025
attached document

Document

Open original PDF View version history →Meeting on 2025-10-06 →

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

Page 1 of 4

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 | | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | FACILITY NAME | - | - | - | - | | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: August 2025 | - | - | - | - | | 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 | - | - | - | - | |DAY|DATE|Daily Precip. in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE (°F)||pH (S.U.)||||Settleable Solids (ml/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|2.60||0.0314|||75.6|||7.71|7.71||<0.1||||| ||2|0.00||0.0354|||72.5|||7.48|7.48||<0.1||||| ||3|0.00||0.0290|||71.8|||7.31|7.31||<0.1||||| ||4|0.00||0.0430|||71.9|||7.41|7.41||<0.1||||| ||5|0.00||0.0256|||72|||7.71|7.71||<0.1||||| ||6|0.00||0.0450|||71|||7.48|7.48||<0.1||||| ||7|0.00||0.0366|||73|||7.67|7.67||<0.1||||| ||8|0.00||0.0248|||72.8|||7.50|7.50||<0.1||||| ||9|0.00||0.0379|||75.9|||7.80|7.80||<0.1||||| ||10|0.00||0.0310|||75.8|||7.40|7.40||<0.1||||| ||11|0.00||0.0286|||77.2|||7.50|7.50||<0.1||||| ||12|0.00||0.0316|||76.4|||7.20|7.20||<0.1||||| ||13|0.50||0.0311|||76.2|||7.37|7.37||<0.1|||64|1.4| ||14|0.00||0.0288|||76.1|||7.54|7.54||<0.1||||| ||15|0.00||0.0438|||76|||7.59|7.59||<0.1||||| ||16|0.00||0.0178|||77.5|||8.10|8.10||<0.1||||| ||17|0.00||0.0346|||77.8|||7.70|7.70||<0.1||||| ||18|0.00||0.0263|||77.1|||7.62|7.62||<0.1||||| ||19|0.00||0.0236|||72.4|||7.68|7.68||<0.1||||| ||20|0.30||0.0378|||73.4|||7.65|7.65||<0.1||||| ||21|0.70||0.0384|||75.5|||7.77|7.77||<0.1||||| ||22|0.00||0.0278|||76.4|||7.50|7.50||<0.1||||| ||23|0.00||0.0300|||76|||7.51|7.51||<0.1||||| ||24|0.00||0.0176|||75.9|||7.57|7.57||<0.1||||| ||25|0.00||0.0334|||73.8|||7.78|7.78||<0.1||||| ||26|0.00||0.0263|||75.2|||7.78|7.78||<0.1||||| ||27|0.00||0.0355|||72.1|||7.74|7.74||<0.1||||| ||28|0.00||0.0252|||73|||7.34|7.34||<0.1|||53|1.9| ||29|0.00||0.0206|||73.9|||7.46|7.46||<0.1||||| ||30|0.00||0.0247|||72.4|||7.49|7.49||<0.1||||| ||31|0.00||0.0365|||72|||7.50|7.50||<0.1||||| | Total | - | - | Influent | - | - | - | - | - | - | - | - | Monthly | - | inf.(mg/l) | - | inf.(mg/l) | | Precip. | - | - | Effluent | - | - | - | - | - | - | - | - | Monthly | - | eff.(mg/l) | - | eff.(mg/l) | | 4.10 | - | - | Minimum | - | - | - | - | - | - | - | - | Maximum | - | Daily Max | - | Daily Max | | - | - | - | Maximum | - | - | - | - | - | - | - | - | Maximum | - | - | - | - | | - | - | - | Minimum | - | - | - | - | - | - | - | - | 0.0 | - | - | - | - | | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.031 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 77.8 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 7.2 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 8.1 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Max: | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | 0.0450 | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | | - | - | - | Monthly | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||||||||||0.0|||53|1.9| |||||||||||||||%Rem.->||%Rem.->|96| |||||||||||||30 Day Average Quantity Loading (1)||lbs/day||0.49 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|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||<10|||| ||14|||ON|ON|||||| ||15|||ON|ON|||||| ||16|||ON|ON|||||| ||17|||ON|ON|||||| ||18|||ON|ON|||||| ||19|||ON|ON|||||| ||20|||ON|ON|||||| ||21|||ON|ON|||||| ||22|||ON|ON|||||| ||23|||ON|ON|||||| ||24|||ON|ON|||||| ||25|||ON|ON|||Odor complaint called in, Post investigation the source was a contractor laying fresh asphalt||| ||26|||ON|ON|||||| ||27|||ON|ON|||||| ||28|||ON|ON||<10|||| ||29|||ON|ON|||||| ||30|||ON|ON|||||| ||31|||ON|ON|||||| |||Influent mg/l Effluent mg/l 30 day flow-weighted avg mean(1)||Minimum(1) Maximum(1) ON ON Monthly||<10 30 day geometric mean(1)||||| ||||Effluent mg/l|Minimum(1) 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

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 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|||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.8|||||||||||| ||||||7.0|||||||||||| ||||||8.4|||||||||||| ||||||8.1|||||||||||| ||||||8.7|||||||||||| ||||||8.1|||||||||||| ||||||7.9|||||||||||| ||||||7.7|||||||||||| ||||||7.3|||||||||||| ||||||7.0|||||||||||| ||||0.096||7.0|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.8|||||||||||| ||||||7.5|||||||||||| ||||||7.9|||||||||||| ||||||7.3|||||||||||| ||||||7.2|||||||||||| ||||||7.4|||||||||||| ||||||7.3|||||||||||| ||||||7.3|||||||||||| ||||||7.6|||||||||||| ||||||7.8|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| ||||0.055||8.1|||||||||||| ||||||8.2|||||||||||| ||||||8.0|||||||||||| ||||||7.6|||||||||||| |||MAX:||MIN:||||||||||||| ||||0.096||7.0|||||||||||| |||||||||||||||||| |Quantity Loading (1) 30 Day Average||||||||||||||||| |||lbs/day||lbs/day||lbs/day||lbs/day|||||||||

Page 4 of 4

Effect on Receiving Stream

Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect on Receiving Stream	Effect 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|

==> picture [188 x 47] intentionally omitted <==

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

Sludge removal from plant: a. amount 10000 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

==> picture [178 x 26] intentionally omitted <==

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

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

==> picture [65 x 15] intentionally omitted <==

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

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

==> picture [16 x 4] intentionally omitted <==

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

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

==> picture [9 x 4] intentionally omitted <==

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

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 NAME	NUMBER FULL TIME	NUMBER PART TIME	TOTAL HOURS
Operator	62		62
Chief 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.

Leslie A Coon Jr.

Signature of Chief Operator or Designated Facility Representative

9/24/2025

Date

Changes between versions

2025-09-08→2025-09-08

substantive change+225 −0

The document transitioned from a summary DRIP Monthly Operation Report to a detailed New York State Department of Health Water Systems Operation Report.

Title changed from 'DRIP Monthly Operation Report — August 2025' to 'Water Systems Operation Report'
Document status changed from 'Pending Review' to a formal NYS Department of Health reporting format
Added detailed daily breakdown of 'Treated water volume', 'Chlorine used per day', and 'Free chlorine residual at entry point'
Report submission date updated from '9/4/2025' to '9/10/2025'
Added source water type information: 'Surface', 'Ground', 'GWUDI'

Show red-line diff

**Water Systems Operation Report** Microbiological Sample Results ## **NEW YORK STATE DEPARTMENT OF HEALTH** Bureau of Water Supply Protection |Public Water System Name ~~es~~|Public Water System Name ~~es~~|Public Water System Name ~~es~~|Public Water System Name ~~es~~|Reporting Month/Year ~~es~~|Reporting Month/Year ~~es~~|Date Report Submitted ~~es~~|Date Report Submitted ~~es~~|Date Report Submitted ~~es~~|Source Water Type(s) ~~es~~|Source Water Type(s) ~~es~~| |---|---|---|---|---|---|---|---|---|---|---| |**Village of Red Hook** ~~a~~||||Aug-25 ~~a~~||9/10/2025 ~~a~~|||Surface Ground GWUDI Purchase with subsequent chlorination Purchase w/out subsequent chlorination ~~a~~ ~~es~~|| |Public Water System ID ~~es~~ ~~nn~~||||County ~~es~~||Town, Village, or City ~~es~~||||| |**NY1302775** ~~nn~~||||**Dutchess**||**Village of Red Hook**||||| |~~nn~~ ~~et~~ ~~a~~ ~~||ae~~||||||||||| |DATE ~~||~~ ~~a~~|Source(s) in Use ~~||~~ ~~a~~|Treated water volume (1,000 gallons/day) ~~a~~ ~~|| ~~ ~~a~~|Chlorination ~~a~~ ~~ae~~||||Other Treatments / Readings |||| ||||Gaseous ~~a~~ ~~ae~~||Liquid ~~aeTe~~|Free chlorine residual at entry point (mg/l) ~~Te~~ ~~ee~~|~~Te~~ ~~ee~~|~~Te~~ ~~ee~~|~~Te~~ ~~ee~~|~~Te~~| ||||Cylinder weight (lbs.) ~~a~~ ~~ae~~ ~~ee~~|Chlorine used per day (lbs.) ~~a~~ ~~ae~~ ~~ee~~|Hypochlorite added to crock (gallons or quarts) ~~aeTe~~ ~~ee~~|||||| |1 ~~a~~|~~a~~|100526 ~~a~~|~~ae~~ ~~ee~~|~~ae~~ ~~ee~~|~~ae~~ ~~ee~~|2.52 ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |2 ~~a~~ ~~a~~|~~a ~~ ~~a~~|111064 ~~a~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|20 ~~ee~~ ~~ee~~|2.76 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|| |3 ~~a~~|~~a~~|112783 ~~es~~|~~ee~~|~~ee~~|~~ee~~|3.13 ~~ee~~|~~ee~~|~~ee~~||| |4 ~~a ~~ ~~a~~ ~~a~~|~~a~~ ~~a~~ ~~a~~|127836 ~~es ~~ ~~a ~~ ~~a~~|~~ee~~ ~~ee~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|2.31 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|| |5 ~~a~~ ~~a~~|~~a~~ ~~a~~|~~a~~ ~~a~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.2 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |6 ~~a ~~ ~~a~~|~~a ~~ ~~a~~|~~a~~ ~~a~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|15 ~~ee~~ ~~ee~~|2.13 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |7 ~~a ~~ ~~a~~|~~a ~~ ~~a~~|134671 ~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~|2.81 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |8 ~~a~~ ~~a~~|~~a~~ ~~a~~|124713 ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.89 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|~~ee~~| |9 ~~a ~~ ~~a~~ ~~a~~|~~a~~ ~~a~~ ~~a~~|103613 ~~ee ~~ ~~es~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|15 ~~ee~~ ~~ee~~ ~~ee~~|2.91 ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~| |10 ~~a ~~ ~~a~~ ~~a~~|~~a~~ ~~a~~ ~~a~~|122796 ~~es ~~ ~~ee~~ ~~a~~|~~ee~~ ~~ee~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|3.22 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |11 ~~a ~~ ~~a~~|~~a~~ ~~a~~|123561 ~~ee ~~ ~~a~~|~~ee~~ ~~a~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|3.12 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |12 ~~a~~ ~~a~~ ~~a~~|~~a ~~ ~~a~~ ~~a~~|120460 ~~a ~~ ~~es~~ ~~a~~|~~a ~~ ~~es~~ ~~a~~|~~ee~~ ~~es~~ ~~ee~~|20 ~~ee~~ ~~es~~ ~~ee~~|2.9 ~~ee ~~ ~~es~~ ~~ee~~|~~ee~~ ~~es~~ ~~ee~~|~~ee~~ ~~es~~ ~~ee~~|~~ee~~ ~~es~~ ~~ee~~|~~es~~| |13 ~~a~~ ~~a~~|~~a~~ ~~a~~|114058 ~~a~~ ~~es~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.84 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|| |14 ~~a ~~ ~~a~~ ~~a~~|~~a ~~ ~~a~~ ~~a~~|109811 ~~a~~ ~~es~~ ~~a~~|~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|16 ~~ee~~ ~~ee~~ ~~ee~~|2.96 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |15 ~~a ~~ ~~a~~ ~~a~~ ~~a~~|~~a~~ ~~a~~ ~~a~~ |116207 ~~es ~~ ~~a~~ ~~es~~ |~~ee~~ ~~ee~~ ~~ee~~ |~~ee~~ ~~ee~~ ~~ee~~ |~~ee~~ ~~ee~~ ~~ee~~|2.83 ~~ee ~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~| |16 ~~a ~~ ~~a~~ ~~a~~ ~~a~~|~~a ~~ ~~a~~ ~~a~~ |112180 ~~a~~ ~~es~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|3.17 ~~ee ~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~| |17 ~~a ~~ ~~a ~~ ~~a~~ ~~a~~|~~a~~ ~~a~~ ~~a~~|118272 ~~es ~~ ~~a~~ ~~es~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|5 ~~ee~~ ~~ee~~ ~~ee~~|3.23 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~| |18 ~~a ~~ ~~a~~|~~a ~~ ~~a~~|114506 ~~a ~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|10 ~~ee ~~ ~~ee~~|2.93 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|| |19 ~~a~~|~~a~~ ~~ee~~|113712 ~~es ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~|~~ee ~~|2.78 ~~ee ~~|~~ee~~|~~ee~~||| |20 ~~a~~|~~a~~|106651 ~~es~~|~~es~~|~~es~~|15 ~~es~~|2.78 ~~es~~|~~es~~|~~es~~|~~es~~|~~es~~| |21 ~~a~~|~~a~~|105169 ~~es~~|~~es~~|~~es~~|~~es~~|2.7 ~~es~~|~~es~~|~~es~~|~~es~~|~~es~~| |22 ~~a~~|~~ee~~|109480 ~~ee~~|~~ee~~||10|2.65||||| |23 ~~a~~|~~a~~|111544 ~~es~~|~~es~~|~~es~~|~~es~~|2.79 ~~es~~|~~es~~|~~es~~|~~es~~|~~es~~| |24 ~~a~~ ~~a~~|~~ee~~ ~~a~~|109632 ~~ee~~ ~~a~~|~~ee~~ ~~ee~~|~~ee~~|5 ~~ee~~|1.8|~~es~~|||| |25 ~~a~~|~~a~~|114736 ~~a~~|~~ee~~|~~ee~~|5 ~~ee~~|1.82|~~es~~|||| |26 ~~a~~ ~~a~~|~~a ~~ ~~a~~|112979 ~~a ~~ ~~es~~|~~ee~~ ~~es~~|~~ee~~ ~~es~~|10 ~~ee~~ ~~es~~|2.32 ~~es~~|~~es~~ ~~es~~|~~es~~|~~es~~|~~es~~| |27 ~~a~~|~~ee~~|118606 ~~ee~~|~~ee~~||15|1.79||||| |28 ~~a~~|~~a~~|120623 ~~ee~~|~~ee~~|||1.86||||| |29 ~~a~~ ~~a~~|~~se~~ ~~es~~|114679 ~~se~~ ~~ee~~|~~se~~ ~~es~~|~~se~~ ~~es~~|~~se~~ ~~es~~|2.4 ~~es~~|~~es~~|~~es~~|~~es~~|~~es~~| |30 ~~a~~ ~~a~~|~~es~~ ~~a~~|128581 ~~ee~~ ~~a~~|~~es~~|~~es~~ ~~ee~~|10 ~~es~~ ~~ee~~|2.31 ~~es~~|~~es~~|~~es~~|~~es~~|~~es~~| |31 ~~a~~ ~~a~~ ~~a~~|~~es~~ ~~a~~|119050 ~~ee~~ ~~a~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~ee~~ ~~ee~~|~~es~~ ~~ee~~ ~~ee~~|2.17 ~~es~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~eee~~|~~es~~ ~~eee~~| |**Total** ~~a~~ ~~a~~|~~a ~~|3352501 ~~a~~ ~~ee~~|~~ee~~|~~ee~~ ~~ee~~|211 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~eee~~| |**AVG.** ~~a~~ ~~a~~|~~a~~|108145 ~~ee~~|~~ee~~ ~~a~~|#DIV/0! ~~ee~~ ~~a~~|6.81 ~~ee~~|2.61 ~~ee ~~|#DIV/0! ~~ee ~~|#DIV/0! ~~ee~~|#DIV/0! ~~eee ~~|#DIV/0! ~~eee~~| ||MAX DAY:|134671||||3.23||||| ## **Microbiological Samples and Free Chlorine Residual** |Sample Location|Date of Sample|Sample Type 1.Routine 2.Repeat|Total Coliform Positive|E.coli Positive|Free Chlorine Residual (mg/l)|Did not collect/analyze repeat sample. Free Chlorine Residual **Population Served:** **Number of microbiological monitoring samples required:** **Number of microbiological monitoring samples taken:** **Did an M&R violation oc** If “Yes,” check reason (s) below: Actual number of samples is fewer than required. Did an MCL violation occur? Did not collect/analyze for E. coli for positive total coliform from routine/repeat sample. If “**Yes**,” check reason(s) below (see also Part 5, Table 6 for additional information). For systems collecting less than 40 samples per month: two or more of the samples (routine and /or repeat) are positive for total coliform (= total coliform MCL violation). The original sample was E.coli positive and at least 1 repeat sample was positive for total coliform ( =E.coli MCL violation ). For systems collecting 40 or more samples per month: more than 5% of the samples (routine and/or repeat) are positive for total coliform (= total coliform MCL violation). Yes No Yes No oO ~~ee~~| |---|---|---|---|---|---|---| |24 Cherry St ~~rs~~ ~~ee~~|8/28/2025 ~~**ee**~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|0.08 ~~ee~~|| |7467 S. Broadway ~~rs~~ ~~ee~~|8/28/2025 ~~**ee**~~|**1** ~~ee~~ ~~ee~~|Yes No ~~ee~~ ~~ee~~|Yes No ~~ee~~ ~~ee~~|0.13 ~~ee~~|| |Traditions 13 Benson ~~rs ~~ ~~ee~~|8/28/2025 ~~**ee**~~|**1** ~~ee~~ ~~ee~~|Yes No ~~ee~~ ~~ee~~|Yes No ~~ee~~ ~~ee~~|0.12 ~~ee~~|| | ~~ee~~|~~**ee** ~~|~~ee ~~ ~~ee~~|Yes No ~~ee~~ ~~ee ~~|Yes No ~~ee ~~ ~~ee~~|~~ee~~|| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||Reminder: System must collect a minimum of five (5) routine microbiological monitoring samples during the month following a repeat sample collection.| ||||Yes No|Yes No||| |||||||**As required by 5-1.72, “Operation of a Public Water System,” a copy of this** **form shall be sent to your local health department by the 10th calendar day of** **the next reporting period.**| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| ||||Yes No|Yes No||| **Sample Collector(s):** Jake Smith **Name of NYSDOH Certified Laboratory:** York **Did any MCL violation occur? If so, please describe:** **Did an emergency or low pressure problem occur? Did source water bypass an existing treatment process in the system? If so, please explain.** **Comments:** H2O Innovation now overseeing facility ## Technical Report prepared for: ## **Village of Red Hook** 7467 S Broadway Red Hook, NY 12571 **Attention: J. Cavanaugh** Report Date: 09/02/2025 **Client Project ID: Village of Red Hook** York Project (SDG) No.: N5H0785 CT Cert. No. PH-0800 New York Cert. No. 11706 56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348 ClientServices@yorklab.com www.YORKLAB.com LY Page 1 of 5 Report Date: 09/02/2025 Client Project ID: Village of Red Hook York Project (SDG) No.: N5H0785 **Village of Red Hook** 7467 S Broadway Red Hook, NY 12571 Attention: J. Cavanaugh ## **Purpose and Results** This report contains the analytical data for the sample(s) identified on the attached chain-of-custody received in our laboratory on August 28, 2025 and listed below. The project was identified as your project: **Village of Red Hook** . The analyses were conducted utilizing appropriate EPA, Standard Methods, and ASTM methods as detailed in the data summary tables. All samples were received in proper condition meeting the customary acceptance requirements for environmental samples except those indicated under the Sample and Analysis Qualifiers section of this report. All analyses met the method and laboratory standard operating procedure requirements except as indicated by any data flags, the meaning of which are explained in the Sample and Data Qualifiers Relating to This Work Order section of this report and case narrative if applicable. Please contact Client Services at 203-270-9973 with any questions regarding this report. |||||||| |---|---|---|---|---|---|---| |||**Client Sample ID** **York Sample ID** **Matrix** **24 Cherry St** **N5H0785-01** **Drinking Water** **7467 S. Broadway** **N5H0785-02** **Drinking Water** **Traditions 13 Benson** **N5H0785-03** **Drinking Water**|||**Date Collected** **08/28/2025** **08/28/2025** **08/28/2025**|**Date Received** **08/28/2025** **08/28/2025** **08/28/2025**| |||||||| Page 2 of 5 |||||YORK|YORK|YORK||| |---|---|---|---|---|---|---|---|---| |||||**Sample Information**||||[TOC_2]24 Cherry St[TOC] [TOC 1]Sample Results[TOC]| |**Client Sample ID:**|**24 Cherry St**|||||||**York Sample ID:** **N5H0785-01**| |York Project (SDG) No.|York Project (SDG) No.||Client Project ID||||Matrix|Collection Date/Time Date Received| |N5H0785|||Village of Red Hook|Village of Red Hook|||Drinking Water|August 28, 2025 11:10 am 08/28/2025| |Field Analyses:||Field Residual Chlorine: 0.08|Field Residual Chlorine: 0.08||||Log-in/Sample Notes:|| |[TOC_3]Microbiological Analyses[TOC]|||||**Results**|||| |**Parameter**||**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyst** **Analyzed** **Date/Time** **Prepared** **Date/Time**| |Coliform, total||**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30 SWD|| ||||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:|| |E. Coli||**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30 SWD|| ||||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:|| ## **Client Sample ID: 24 Cherry St** ||||**Sample Information**|**Sample Information**|**Sample Information**||TOC_2]7467 S. Broadway[TOC]|TOC_2]7467 S. Broadway[TOC]| |---|---|---|---|---|---|---|---|---| |**Client Sample ID:**|**7467 S. Broadway**||||||**York Sample ID:**|**N5H0785-02**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID||||Matrix|Collection Date/Time Date Received|| |N5H0785||Village of Red Hook|Village of Red Hook|||Drinking Water|August 28, 2025 11:17 am|08/28/2025| |Field Analyses:|Field Residual Chlorine: 0.13|Field Residual Chlorine: 0.13||||Log-in/Sample Notes:||| |||||**Results**||||| |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Reference Method**|**Analyzed** **Date/Time** **Prepared** **Date/Time**|**Analyst**| |Coliform, total|**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30||SWD| |||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:||| |E. Coli|**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30||SWD| |||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:||| |||**Sample Information**||OC_2]Traditions 13 Benson[TOC]|OC_2]Traditions 13 Benson[TOC]| |---|---|---|---|---|---| |**Client Sample ID:**|**Traditions 13 Benson**|||**York Sample ID:**|**N5H0785-03**| |York Project (SDG) No.|York Project (SDG) No.|Client Project ID|Matrix|Collection Date/Time|Date Received| |N5H0785||Village of Red Hook|Drinking Water|August 28, 2025 11:58 am|08/28/2025| |Field Analyses:||Field Residual Chlorine: 0.12|Log-in/Sample Notes:||| ## **Results** |**Parameter**|**Result**|**Units**|**Qualifier**|**RL**|**MCL**|**Analyzed** **Date/Time** **Prepared** **Date/Time** **Reference Method**|**Analyst**| |---|---|---|---|---|---|---|---| |Coliform, total|**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30|SWD| |||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:|| |E. Coli|**Absent**|P/A||0.00|0.1|SM 20, 21-23 9223B (-04) (Co 08/28/2025 16:30 08/28/2025 16:30|SWD| |||||||NYSDOH-NY11706,CTDPH-PH-0800 Certifications:|| 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com ~~a~~ Page 3 of 5 www.YORKLAB.com * ## **Definitions and Other Information** Analyte is not certified or the state of the samples origination does not offer certification for the Analyte. MCL The Maximum Contaminant Level (MCL) is the maximum concentration of a chemical that is allowed in public drinking water systems. The MCL is established by the U.S. Environmental Protection Agency (EPA). Some states have MCLs that are equal to or less than the Federally established MCL. The listed MCL value reflects the MCL established by the State where the sample was taken. ## **General Notes for** 1. The RLs and MDLs (Reporting Limit and Method Detection Limit respectively) reported are adjusted for any dilution necessary due to the levels of target and/or non-target analytes and matrix interference. The RL(REPORTING LIMIT) is based upon the lowest standard utilized for the calibration where applicable. 2. Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made. 3. York's liability for the above data is limited to the dollar value paid to York for the referenced project. 4. This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc. 5. All analyses conducted met method or Laboratory SOP requirements. See the Sample and Data Qualifiers Section for further information. 6. It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report. 7. This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s) received by York. ## **Approved By:** **Date:** September 02, 2025 Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director 56 Church Hill Road #2 (203) 270-9973 Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com Page 4 of 5 [ www.YORKLAB.com **==> picture [52 x 24] intentionally omitted <==** **----- Start of picture text -----** Page 5 of 5 @- **----- End of picture text -----** Language & Accessibility Options Info@Redhooknyvillage.Org Logout ## DRIP **Document Name** 082025VillageofRedHookWTP.pdf **PWS ID Number** NY1302775 **PWS Name** RED HOOK VILLAGE **Uploaded By** Leslie Coon **Upload Date** 9/4/2025 4:56:47 PM **Document Status** Pending Review **Document Type** Monthly Operation Report **Report Month** August 2025 **Average Chlorine Residual at Entry Point** 2.61 mg/L **Minimum Chlorine Residual at Entry Point** 1.789 mg/L **Average Daily Treated Volume of Water** 108,145 Gallons **Total Treated Volume of Water this Month** 3,352,501 Gallons **Maximum Daily Treated Volume of Water** 134,671 Gallons **Was there a positive Total Coliform/E. Coli?** No **Did an Emergency Occur** No **Previous Versions** August 2025 Edit Document Data  |

References

This document cites or incorporates the following separate documents:

2025-10-06EPA Discharge Monitoring Report (DMR) — August 2025
— pinned to version dated 2025-10-06
Both are separate August 2025 monitoring reports for the same facility but serve different regulatory slots (state DEC report vs. federal EPA report); one does not revise the other.
2025-10-06Facility 2 — August 2025
— pinned to version dated 2025-10-06
Both are wastewater facility operation reports for August 2025 dated the same day; B appears to be a focused version or extract of the same reporting slot as A.

Referenced by

These other documents cite or incorporate this one:

2025-08-012025 08 01 Date of Noncompliance Report 2025 09 28
— pins a specific version of this chain
Document A is a compliance action document referencing a noncompliance report dated 2025-09-28; Document B is a separate operational report for August 2025 wastewater facility operations—different slots (compliance action vs. routine operational reporting) linked by subject matter.
2025-08-018 2025
— pins a specific version of this chain
Document B is a monthly operational report for August 2025 that Document A (a working document from January 2020) would reference or incorporate as supporting material, not a revision of the same instrument.
2025-09-08Sewer Department Report — August 2025
— pins a specific version of this chain
Both documents report on the same August 2025 sewer operations period from the same operator (H2O Innovation), with Document B appearing to be a formal DEC SPEDES compliance version of the same operational month.
2025-10-06EPA Discharge Monitoring Report (DMR) — September 2025
— pins a specific version of this chain
Document A is a noncompliance event report for August 2025; Document B is a separate operational report for the same facility covering August 2025—they are distinct regulatory documents that reference the same facility and period but serve different reporting slots (violation notification vs. routine operations reporting).
2025-08-01EPA Discharge Monitoring Report (DMR) — August 2025
Both are separate attached regulatory reports (EPA DMR and DEC SPEDES) covering the same facility and time period but serving distinct compliance purposes; one does not revise the other.
2025-10-06WWTP Discharge Monitoring Report and Noncompliance Report — August 2025
Both documents report the same August 2025 wastewater facility monitoring data for the same facility (Village of Red Hook, NY-0271420) on the same date, representing the same singular monthly reporting obligation.
2025-10-06SPEDES Permit Wastewater Facility Report — Plant 2 — September 2025
Both documents are the same SPEDES wastewater facility operation report for Plant 2 (Village of Red Hook, NY-0271420) for August 2025, filed on the same date; Document B is the adopted/final version of Document A.

Recurring pattern

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