York Lab Technical Report — Wastewater Testing (July 23, 2025)

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York Lab Technical Report — Wastewater Testing (July 23, 2025)
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Technical Report

prepared for:

Village of Red Hook

7467 S Broadway Red Hook, NY 12571 Attention: J. Cavanaugh

Report Date: 07/31/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5G0643

CT Cert. No. PH-0800

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New York Cert. No. 11706

56 Church Hill Road #2 (203) 270-9973

Newtown, CT 06470 FAX (203) 270-3348

ClientServices@yorklab.com

www.YORKLAB.com

Page 1 of 9

Report Date: 07/31/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5G0643

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 July 23, 2025 and listed below. The project was identified as your project: Wastewater 2025 .

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.


York Sample ID	Client Sample ID	-	Date Collected	Date Received
N5G0643-01	Matrix	-	07/23/2025	07/23/2025
N5G0643-02	A1 E	-	07/23/2025	07/23/2025
N5G0643-03	Waste Water	-	07/23/2025	07/23/2025
N5G0643-04	A2 E	-	07/23/2025	07/23/2025
N5G0643-05	Waste Water	-	07/23/2025	07/23/2025
N5G0643-06	A3 E	-	07/23/2025	07/23/2025
N5G0643-07	Waste Water	-	07/23/2025	07/23/2025
N5G0643-08	A4 E	-	07/23/2025	07/23/2025
N5G0643-09	Waste Water	-	07/23/2025	07/23/2025
N5G0643-10	A5 I	-	07/23/2025	07/23/2025
N5G0643-11	Waste Water	-	07/23/2025	07/23/2025
-	A6 I	-	-	-
-	Waste Water	-	-	-
-	A7 I	-	-	-
-	Waste Water	-	-	-
-	B1 E	-	-	-
-	Waste Water	-	-	-
-	B2 E	-	-	-
-	Waste Water	-	-	-
-	B3 E	-	-	-
-	Waste Water	-	-	-
-	B4 E	-	-	-
-	Waste Water	-	-	-

Page 2 of 9

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|||Sample Information||[TOC_2]A1 E[TOC] [TOC 1]Sample Results[TOC]|[TOC_2]A1 E[TOC] [TOC 1]Sample Results[TOC]| |---|---|---|---|---|---| |Client Sample ID:|A1 E|||York Sample ID:|N5G0643-01| |York Project (SDG)|No.|Client Project ID|Matrix|Collection Date/Time|Date Received| |N5G0643||Wastewater 2025|Waste Water|July 23, 2025 11:00 am|07/23/2025| |Field Analyses:|||Log-in/Sample Notes:|||

| Phoenix Environmental Labs, Inc. | Phoenix Environmental Labs, Inc. | Results | Analyst | | Analysis Conducted by: | Analysis Conducted by: | R | Analyzed | | [TOC_3]SM5210B-16[TOC] | [TOC_3]SM5210B-16[TOC] | MCL | Date/Time | | Units | Units | RL | Prepared | | Result | Result | - | Date/Time | | Parameter | Parameter | - | eference Method | | Qualifier | Qualifier | - | Certifications: | | - | - | - | M5210B-16 | | - | - | - | 07/23/2025 16:47 | | - | - | - | 07/23/2025 16:47 | | - | - | - | PHO | |< 4.0 Carbonaceous BOD mg/L||- S 4.00|| ||||| A2 E York Project (SDG) No. N5G0643 York Sample ID: Sample Information Client Project ID Client Sample ID: Matrix Collection Date/Time Date Received July 23, 2025 11:00 am Waste Water Wastewater 2025 [TOC_2]A2 E[TOC] 07/23/2025 N5G0643-02 Field Analyses: Log-in/Sample Notes:

| [TOC_3]Miscellaneous Physical Parameters[TOC] | - | Results | | Units | - | Analyst | | Result | - | Analyzed | | Parameter | - | Date/Time | | Qualifier | - | Prepared | | - | - | Date/Time | | - | - | Reference Method | | - | - | MCL | | - | - | RL | | - | - | SMM | | - | - | 07/25/2025 06:15 | | - | - | 07/25/2025 11:38 | | - | - | SM 2540D-2015 | | - | - | Certifications: |

-	-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	-	1.00
mg/L
Total Suspended Solids
2.70



A3 E
York Project (SDG) No.
N5G0643
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 23, 2025 11:00 am
Waste Water
Wastewater 2025
[TOC_2]A3 E[TOC]
07/23/2025
N5G0643-03
Field Analyses:
Log-in/Sample Notes:

| [TOC_3]Wet Chemistry Parameters[TOC] | Results | | Units | Analyst | | Result | Analyzed | | Parameter | Date/Time | | Qualifier | Prepared | | - | Date/Time | | - | Reference Method | | - | MCL | | - | RL | | - | TCD | | - | 07/25/2025 10:09 | | - | 07/25/2025 10:09 | | - | SM 4500-NH3 D | | - | Certifications: |

-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	0.05
-	TCD
-	07/24/2025 15:08
-	07/25/2025 12:09
-	SM 4500-N Org D
-	Certifications:
-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	-
-	0.40
mg/L
Ammonia Nitrogen as N
0.463
mg/L
Total Kjeldahl Nitrogen
1.66

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Newtown, CT 06470 FAX (203) 270-3348

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		Sample Information		[TOC_2]A4 E[TOC]	[TOC_2]A4 E[TOC]
Client Sample ID:	A4 E			York Sample ID:	N5G0643-04
York Project (SDG)	No.	Client Project ID	Matrix	Collection Date/Time	Date Received
N5G0643		Wastewater 2025	Waste Water	July 23, 2025 11:00 am	07/23/2025
Field Analyses:			Log-in/Sample Notes:

-	RL
-	Certifications:
-	Colilert-18
-	07/23/2025 18:30
-	07/23/2025 11:00
-	PHO
-	10.00
<10
Fecal Coliforms MPN
MPN/100
mls

		Sample Information		[TOC_2]A5 I[TOC]	[TOC_2]A5 I[TOC]
Client Sample ID:	A5 I			York Sample ID:	N5G0643-05
York Project (SDG)	No.	Client Project ID	Matrix	Collection Date/Time	Date Received
N5G0643		Wastewater 2025	Waste Water	July 23, 2025 11:00 am	07/23/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

Results

|Parameter|Result|Units|Qualifier|RL|MCL|Reference Method|Prepared Date/Time|Analyzed Date/Time|Analyst| |---|---|---|---|---|---|---|---|---|---| |Carbonaceous BOD|230|mg/L||160.00|-|SM5210B-16|07/23/2025 16:47|07/23/2025 16:47|PHO| |||||||Certifications:||||



A6 I
York Project (SDG) No.
N5G0643
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 23, 2025 11:00 am
Waste Water
Wastewater 2025
[TOC_2]A6 I[TOC]
07/23/2025
N5G0643-06
Field Analyses:
Log-in/Sample Notes:

| [TOC_3]Miscellaneous Physical Parameters[TOC] | Results | | Units | Analyst | | Result | Analyzed | | Parameter | Date/Time | | Qualifier | Prepared | | - | Date/Time | | - | Reference Method | | - | MCL | | - | RL | | - | SMM | | - | 07/25/2025 06:15 | | - | 07/25/2025 11:38 | | - | SM 2540D-2015 | | - | Certifications: |

-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PAD
-	7.14
mg/L
Total Suspended Solids
61.4

56 Church Hill Road #2 (203) 270-9973

Newtown, CT 06470 FAX (203) 270-3348

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A7 I
York Project (SDG) No.
N5G0643
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 23, 2025 11:00 am
Waste Water
Wastewater 2025
[TOC_2]A7 I[TOC]
07/23/2025
N5G0643-07
Field Analyses:
Log-in/Sample Notes:

-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	0.10
-	TCD
-	07/24/2025 15:08
-	07/25/2025 12:09
-	SM 4500-N Org D
-	Certifications:
-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	-
-	0.40
mg/L
Ammonia Nitrogen as N
46.8
mg/L
Total Kjeldahl Nitrogen
52.5

		Sample Information		[TOC_2]B1 E[TOC]	[TOC_2]B1 E[TOC]
Client Sample ID:	B1 E			York Sample ID:	N5G0643-08
York Project (SDG)	No.	Client Project ID	Matrix	Collection Date/Time	Date Received
N5G0643		Wastewater 2025	Waste Water	July 23, 2025 11:00 am	07/23/2025
Field Analyses:			Log-in/Sample Notes:

Analysis Conducted by:	Analysis Conducted by:	Environmental	Labs, Inc.
[TOC_3]SM5210B-16[TOC]					Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Carbonaceous BOD		< 4.0	mg/L		4.00	-	SM5210B-16	07/23/2025 16:47	07/23/2025 16:47	PHO
							Certifications:
				Sample Information					[TOC_2]B2 E[TOC]
Client Sample ID:	B2 E							York Sample ID:		N5G0643-09
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0643			Wastewater	2025			Waste Water	July 23, 2025 11:00 am		07/23/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical		Parameters[TOC]			Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Total Suspended Solids		6.00	mg/L		1.00	-	SM 2540D-2015	07/25/2025 06:15	07/25/2025 11:38	SMM
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

56 Church Hill Road #2 (203) 270-9973

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B3 E
York Project (SDG) No.
N5G0643
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 23, 2025 11:00 am
Waste Water
Wastewater 2025
[TOC_2]B3 E[TOC]
07/23/2025
N5G0643-10
Field Analyses:
Log-in/Sample Notes:

-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	0.05
-	TCD
-	07/24/2025 15:08
-	07/25/2025 12:09
-	SM 4500-N Org D
-	Certifications:
-	NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-	-
-	0.40
mg/L
Ammonia Nitrogen as N
0.200
mg/L
Total Kjeldahl Nitrogen
3.34



B4 E
York Project (SDG) No.
N5G0643
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 23, 2025 11:00 am
Waste Water
Wastewater 2025
[TOC_2]B4 E[TOC]
07/23/2025
N5G0643-11
Field Analyses:
Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

Results

[TOC_3]Colilert-18[TOC]				esults
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Fecal Coliforms MPN	<10	MPN/100		10.00	-	Colilert-18	07/23/2025 11:00	07/23/2025 18:30	PHO
		mls				Certifications:

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Definitions and Other Information

<10

< 4.0 < 4.0

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 N5G0643

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.
Samples are retained for a period of thirty days after submittal of report, unless other arrangements are made.
York's liability for the above data is limited to the dollar value paid to York for the referenced project.
This report shall not be reproduced without the written approval of York Analytical Laboratories, Inc.
All analyses conducted met method or Laboratory SOP requirements. See the Sample and Data Qualifiers Section for further information.
It is noted that no analyses reported herein were subcontracted to another laboratory, unless noted in the report.
This report reflects results that relate only to the samples submitted on the attached chain-of-custody form(s) received by York.

Approved By:

Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director

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Date: July 31, 2025

56 Church Hill Road #2 (203) 270-9973

Newtown, CT 06470 FAX (203) 270-3348

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Changes between versions

2025-10-06→2025-10-06

substantive change+6 −97

The document transitioned from a narrative Water Department Report to a formal DRIP Water Treatment Plant Monthly Operation Report.

Title changed from 'Water Department Report — September 2025' to 'DRIP Water Treatment Plant Monthly Operation Report — September 2025'
Document status changed from a narrative report to 'Pending Review'
Added specific operational metrics: 'Average Chlorine Residual at Entry Point: 1.83 mg/L', 'Minimum Chlorine Residual at Entry Point: 1.71 mg/L', and 'Total Treated Volume of Water this Month: 6,808,646 Gallons'
Removed narrative text regarding South Rt. 9 leaks, meter reading corrections, and the Red Hook Country Inn fire suppression line

Show red-line diff

Language & Accessibility Options Info@Redhooknyvillage.Org Logout ## VillageDRIP **Document ofName** Red092025VillageofRedHookWTP.pdf Hook**PWS WATERID DEPARTMENTNumber** REPORTNY1302775 **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 We had**Average anChlorine operationalResidual meetingat onEntry SeptPoint** 1.83 10[th]mg/L &**Minimum 25[th]Chlorine whereResidual weat reviewedEntry waterPoint** operations1. There71 wasmg/L a**Average leakDaily onTreated South Rt. 9 in frontVolume of GoldenWater** Wok.226,955 Turned out the leak was from a gooseneck connection to a building that used to be roughly where the MHVFCU Bank drive-thru is now. The leak was fixed overnight on Sept 10[th] . Rich Winter from Rural Water aided the team during the emergency fix. There are two flow meters at the Water Treatment Plant: one where the water comes in from the wells, and one right before the water heads out into distribution in our system. We had been reading the flow meter at the entry from the wells. The proper meter to read is prior to distribution. In reading the distribution meter, it was discovered that there was a valve that was open so that a portion of the water was not running through the distribution meter. That valve has now been closed, and the water treatment readings are now being taken from the distribution meter. Chlorine residuals have been good. There is discussion of whether we need an automatic flushing hydrant at the end of the system in one or two locations where there is no loop in the system. More to follow on this. We discussed prioritizing meter replacements to cell meters in the Sewer District. If there is a water leak or a toilet breaks as happened in an apartment building, the cell meter allows for immediate reading of water use which helped identify and locate the leak. This extra water was running into the WWTP, increasing the daily flow leading to the full use of the extra EQ tank. Following up on a reported internal water leak at the Red Hook Country Inn, it was determined that there is a separate 4” water line from the water main in Rt. 9 to the Inn that is used to supply their fire suppression system. It is not connected to their regular water supply. This connection is now shown on our water system map. There may be others like this. We will record them as we discover them. At the Water Treatment Plant, a check valve is scheduled to be installed. There are check valves at each of the Wells, but there is not one in the Plant itself. All the parts are here. Due to other emergency work, this work is now expected to be completed in October. We have now switched our lab for both water and sewer samples to AG. Microbiological Sample Results ##Gallons **NEWTotal YORKTreated STATE DEPARTMENT OF HEALTH** ## **Water Systems Operation Report** BureauVolume of Water Supplythis 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 6,808,646 Gallons **Maximum Daily Treated Volume of Red HookWater** ~~a~~||||Sep-25 ~~a~~||10/1/2025 ~~a~~|||Surface Ground GWUDI Purchase with279,675 subsequentGallons chlorination Purchase w/out subsequent chlorination ~~a~~ ~~ee~~|| |Public Water System ID ~~ee~~||||County ~~ee~~||Town, Village, or City ~~ee~~||||| |**NY1302775** ~~a~~||||**Dutchess**||**VillageWas ofthere Red Hook**||||| |~~et~~ ~~a(~~ ~~et|re~~||||||||||| |DATE ~~et~~ ~~a~~|Source(s) in Use ~~et|~~ ~~a~~|Treated water volume (1,000 gallons/day) ~~a~~ ~~|~~ ~~a~~|Chlorination ~~a(~~ ~~re~~||||Other Treatments / Readings ~~(~~ |||| ||||Gaseous ~~a(~~ ~~re~~||Liquid ~~(~~ ~~reTe~~|Free chlorine residual at entry point (mg/l) ~~(~~ ~~Te~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~| ||||Cylinder weight (lbs.) ~~(~~ ~~re~~ ~~ee~~|Chlorine used per day (lbs.) ~~(~~ ~~re~~ ~~ee~~|Hypochlorite added to crock (gallons or quarts) ~~(~~ ~~reTe~~ ~~ee~~|||||| |1 ~~et~~ ~~a~~|3,9,12,13&15 ~~et |~~ ~~a~~|125864 ~~| ~~ ~~a~~|~~(~~ ~~re~~ ~~ee~~|~~(~~ ~~re~~ ~~ee~~|10 ~~(~~ ~~re~~ ~~ee~~|2.23 ~~(~~ |~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~| |2 ~~a ~~ ~~a~~|3,9,12,13&15 positive ~~a~~ ~~a~~|127601 ~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.09 ~~ee~~|~~ee~~|~~ee~~|~~ee~~|~~ee~~| |3 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|127171 ~~ee~~ ~~a~~|~~ee~~ ~~ee~~|~~ee~~ ~~se~~|10 ~~ee~~ ~~se~~|2.19 ~~ee~~||||| |4 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|124483 ~~eeTotal ~~ ~~a~~ ~~a~~|~~ee~~ ~~ee~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |5 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|185156 ~~a~~ ~~a~~ ~~es~~|~~ee ~~ ~~a~~ ~~ee~~|~~se~~ ~~ee~~ ~~ee~~|10 ~~se~~ ~~ee~~ ~~ee~~|2.05 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |6 ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~|259190 ~~a~~ ~~es~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~|2.01 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |7 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|258013 ~~es ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.9 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |8 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|259536 ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|1.89 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |9 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|277877 ~~ee ~~ ~~es~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.88 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |10 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|279675 ~~es ~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.79 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |11 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|247800 ~~se~~ ~~a~~|~~se~~ ~~a~~|~~se~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.84 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~eee~~| |12 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|241830 ~~a~~ ~~se~~ ~~a~~|~~a~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|1.88 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~se~~| |13 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|239652 ~~a~~ ~~ee~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|20 ~~ee~~ ~~ee~~|1.93 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |14 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|239095 ~~a~~ ~~ee~~ ~~a~~|~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |15 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|248949 ~~ee ~~ ~~a~~ ~~es~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.91 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |16 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|242019 ~~a~~ ~~es~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.83 ~~ee ~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~| |17 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|239740 ~~es ~~ ~~a~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.89 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |18 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~ee~~|252142 ~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|1.84 ~~ee ~~ ~~ee~~|~~ee ~~|~~ee~~|~~ee~~|| |19 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~|251368 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~es~~|10 ~~ee~~|1.89 ~~ee~~||||| |20 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~ ~~a~~|256818 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~se~~|~~es~~ ~~se~~ ~~se~~|5 ~~se~~ ~~se~~|1.75 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |21 ~~a~~|3,9,12,13&15 ~~a~~|251378 ~~ee~~|~~se~~|~~se~~|5 ~~se~~|1.79||||| |22 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~ ~~es~~|245761 ~~ee ~~ ~~ee~~ ~~es~~|~~se~~ ~~ee~~ ~~es~~|~~se~~ ~~es~~|~~se~~ ~~ee~~|1.71 ~~CO~~|~~CO~~|~~CO~~||| |23 ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~|224852 ~~es~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~es~~|10 ~~ee~~|1.73||||| |24 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~ ~~a~~|216747 ~~es~~ ~~ee~~ ~~a~~|~~es~~ ~~ee~~ ~~es~~|~~es~~ ~~es~~ ~~es~~|~~ee~~ ~~ee~~|1.81||||| |25 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~|225677 ~~ee~~ ~~a~~|~~ee~~ ~~es~~|~~es~~ ~~es~~|25 ~~ee~~|1.82||||| |26 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~ee~~|217330 ~~a~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~es~~|~~ee~~ ~~se~~|1.81 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |27 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~|219993 ~~ee~~|~~ee~~|~~es~~||1.84|||~~OO~~|| |28 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~ee~~|260779 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~QC~~|~~QC~~|1.87 ~~QC~~|~~QC~~|~~QC~~|~~QC~~ ~~OO~~|~~QC~~| |29 ~~a~~|3,9,12,13&15 ~~se~~|231643 ~~se~~|~~se~~|~~se~~|~~se~~|1.66|||~~OO~~|| |30 ~~a~~ ~~a~~|3,9,12,13&15 ~~se~~ ~~es~~|230507 ~~se ~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~ee~~|10 ~~es~~ ~~ee~~|1.75 ~~es~~ ~~es~~||||| |~~a~~ ~~a~~|~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**Total** ~~a~~ ~~a~~|~~es ~~|6808646 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|155 ~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**AVG.** ~~a~~ ~~a~~|~~a~~|226955 ~~ee~~|~~ee~~|#DIVColiform/0! ~~ee~~|5.00 ~~ee~~|1.83 ~~ee ~~|#DIV/0! ~~ee~~|#DIV/0! ~~ee~~|#DIV/0! ~~eee~~|#DIV/0! ~~ee~~| **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)|3 3 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| |---|---|---|---|---|---|---| |11 Cambridge|9/19/2025|**1**|Yes No|Yes No|1.55|| |7588 Broadway ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.12 ~~ee~~|| |Traditions Post office ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.07 ~~ee~~|| |~~a~~|~~ee~~|~~ee~~|Yes No ~~ee~~|Yes No ~~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):Coli?** Les Coon Jr **Name of NYSDOH Certified Laboratory:** AG Environmental labs **Did any MCL violation occur? If so, please describe:** NONo **Did an emergencyEmergency 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:Occur** DiscoveredYes distribution**Previous valveVersions** #2September open2025 Edit creatingDocument aData bypass in flow metering. After closing flow increased from ~83 gpm to ~164 gpm|

2025-10-06→2025-10-06

substantive change+111 −0

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

Title changed from 'DRIP Water Treatment Plant Monthly Operation Report — September 2025' to 'Water Systems Operation Report'
Document status changed from 'Pending Review' to a formal state-issued report format
Added detailed daily breakdown of treated water volumes, chlorine residuals, and source water types
Expanded reporting scope to include specific source water types (Surface, Ground, GWUDI) and county information (Dutchess)

Show red-line diff

Microbiological Sample Results ## **NEW YORK STATE DEPARTMENT OF HEALTH** ## **Water Systems Operation Report** 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~~||||Sep-25 ~~a~~||10/1/2025 ~~a~~|||Surface Ground GWUDI Purchase with subsequent chlorination Purchase w/out subsequent chlorination ~~a~~ ~~ee~~|| |Public Water System ID ~~ee~~||||County ~~ee~~||Town, Village, or City ~~ee~~||||| |**NY1302775** ~~a~~||||**Dutchess**||**Village of Red Hook**||||| |~~et~~ ~~a(~~ ~~et|re~~||||||||||| |DATE ~~et~~ ~~a~~|Source(s) in Use ~~et|~~ ~~a~~|Treated water volume (1,000 gallons/day) ~~a~~ ~~|~~ ~~a~~|Chlorination ~~a(~~ ~~re~~||||Other Treatments / Readings ~~(~~ |||| ||||Gaseous ~~a(~~ ~~re~~||Liquid ~~(~~ ~~reTe~~|Free chlorine residual at entry point (mg/l) ~~(~~ ~~Te~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~| ||||Cylinder weight (lbs.) ~~(~~ ~~re~~ ~~ee~~|Chlorine used per day (lbs.) ~~(~~ ~~re~~ ~~ee~~|Hypochlorite added to crock (gallons or quarts) ~~(~~ ~~reTe~~ ~~ee~~|||||| |1 ~~et~~ ~~a~~|3,9,12,13&15 ~~et |~~ ~~a~~|125864 ~~| ~~ ~~a~~|~~(~~ ~~re~~ ~~ee~~|~~(~~ ~~re~~ ~~ee~~|10 ~~(~~ ~~re~~ ~~ee~~|2.23 ~~(~~ |~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~| |2 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|127601 ~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.09 ~~ee~~|~~ee~~|~~ee~~|~~ee~~|~~ee~~| |3 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|127171 ~~ee~~ ~~a~~|~~ee~~ ~~ee~~|~~ee~~ ~~se~~|10 ~~ee~~ ~~se~~|2.19 ~~ee~~||||| |4 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|124483 ~~ee ~~ ~~a~~ ~~a~~|~~ee~~ ~~ee~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |5 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|185156 ~~a~~ ~~a~~ ~~es~~|~~ee ~~ ~~a~~ ~~ee~~|~~se~~ ~~ee~~ ~~ee~~|10 ~~se~~ ~~ee~~ ~~ee~~|2.05 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |6 ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~|259190 ~~a~~ ~~es~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~|2.01 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |7 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|258013 ~~es ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.9 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |8 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|259536 ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|1.89 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |9 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|277877 ~~ee ~~ ~~es~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.88 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |10 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|279675 ~~es ~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.79 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |11 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|247800 ~~se~~ ~~a~~|~~se~~ ~~a~~|~~se~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.84 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~eee~~| |12 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|241830 ~~a~~ ~~se~~ ~~a~~|~~a~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|1.88 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~se~~| |13 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|239652 ~~a~~ ~~ee~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|20 ~~ee~~ ~~ee~~|1.93 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |14 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|239095 ~~a~~ ~~ee~~ ~~a~~|~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |15 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|248949 ~~ee ~~ ~~a~~ ~~es~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.91 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |16 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|242019 ~~a~~ ~~es~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.83 ~~ee ~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~| |17 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|239740 ~~es ~~ ~~a~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.89 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |18 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~ee~~|252142 ~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|1.84 ~~ee ~~ ~~ee~~|~~ee ~~|~~ee~~|~~ee~~|| |19 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~|251368 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~es~~|10 ~~ee~~|1.89 ~~ee~~||||| |20 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~ ~~a~~|256818 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~se~~|~~es~~ ~~se~~ ~~se~~|5 ~~se~~ ~~se~~|1.75 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |21 ~~a~~|3,9,12,13&15 ~~a~~|251378 ~~ee~~|~~se~~|~~se~~|5 ~~se~~|1.79||||| |22 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~ ~~es~~|245761 ~~ee ~~ ~~ee~~ ~~es~~|~~se~~ ~~ee~~ ~~es~~|~~se~~ ~~es~~|~~se~~ ~~ee~~|1.71 ~~CO~~|~~CO~~|~~CO~~||| |23 ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~|224852 ~~es~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~es~~|10 ~~ee~~|1.73||||| |24 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~ ~~a~~|216747 ~~es~~ ~~ee~~ ~~a~~|~~es~~ ~~ee~~ ~~es~~|~~es~~ ~~es~~ ~~es~~|~~ee~~ ~~ee~~|1.81||||| |25 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~|225677 ~~ee~~ ~~a~~|~~ee~~ ~~es~~|~~es~~ ~~es~~|25 ~~ee~~|1.82||||| |26 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~ee~~|217330 ~~a~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~es~~|~~ee~~ ~~se~~|1.81 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |27 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~|219993 ~~ee~~|~~ee~~|~~es~~||1.84|||~~OO~~|| |28 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~ee~~|260779 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~QC~~|~~QC~~|1.87 ~~QC~~|~~QC~~|~~QC~~|~~QC~~ ~~OO~~|~~QC~~| |29 ~~a~~|3,9,12,13&15 ~~se~~|231643 ~~se~~|~~se~~|~~se~~|~~se~~|1.66|||~~OO~~|| |30 ~~a~~ ~~a~~|3,9,12,13&15 ~~se~~ ~~es~~|230507 ~~se ~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~ee~~|10 ~~es~~ ~~ee~~|1.75 ~~es~~ ~~es~~||||| |~~a~~ ~~a~~|~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**Total** ~~a~~ ~~a~~|~~es ~~|6808646 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|155 ~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**AVG.** ~~a~~ ~~a~~|~~a~~|226955 ~~ee~~|~~ee~~|#DIV/0! ~~ee~~|5.00 ~~ee~~|1.83 ~~ee ~~|#DIV/0! ~~ee~~|#DIV/0! ~~ee~~|#DIV/0! ~~eee~~|#DIV/0! ~~ee~~| **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)|3 3 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| |---|---|---|---|---|---|---| |11 Cambridge|9/19/2025|**1**|Yes No|Yes No|1.55|| |7588 Broadway ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.12 ~~ee~~|| |Traditions Post office ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.07 ~~ee~~|| |~~a~~|~~ee~~|~~ee~~|Yes No ~~ee~~|Yes No ~~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):** 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** **Date & Time **|**Temp **|**Pres.** **Y/N/T**|**Res** **Cl**|**Int**|**Analyze** **Prep Date** **Time**|**Analyte/Test Method**|**Comment** **(see table)**|**Results**|**MCL/SMCL** **(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---| |S000268437|DW-G|11 CAMBRIDGE|09/19/2025 11:48 AM|18.1°C G4|N|1.55 LC|1.55 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269720|DW-G|11 CAMBRIDGE|09/19/2025 11:48 AM|18.1°C G4|T|1.55 LC|1.55 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269721|DW-G|7588 BROADWAY|09/19/2025 11:17 AM|18.1°C G4|T|1.12 LC|1.12 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269717|DW-G|7588 BROADWAY|09/19/2025 11:17 AM|18.1°C G4|N|1.12 LC|1.12 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.2 mg/L|MCL: 250 mg/L| |S000269718|DW-G|TRADITIONS POST OFFICE|09/19/2025 10:43 AM|18.1°C G4|N|1.07 LC|1.07 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269719|DW-G|TRADITIONS POST OFFICE|09/19/2025 10:43 AM|18.1°C G4|T|1.07 LC|1.07 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269716|DW-G|ENTRY PT|09/19/2025 10:58 AM|18.1°C G4|N|1.8 LC|1.8 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N 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  |

2025-10-06→2025-10-06

substantive change+9 −114

The document transitioned from a technical microbiological sample data table to a narrative operational summary report.

Title changed from 'Water Systems Operation Report — September 2025' to 'Water Department Report — September 2025'
Document format changed from a structured data table of microbiological sample results to a narrative prose report detailing operational updates
Added narrative regarding a leak repair on South Rt. 9 involving Rich Winter from Rural Water
Added technical update regarding the correction of flow meter readings at the Water Treatment Plant
Added information regarding the switch of laboratory services for water and sewer samples to 'AG'
Added discussion regarding meter replacements in the Sewer District and fire suppression line mapping at Red Hook Country Inn

Show red-line diff

Microbiological Sample Results ## **NEW YORK STATE DEPARTMENT OF HEALTH** ## **Water Systems Operation Report** 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~~||||Sep-25 ~~a~~||10/1/2025 ~~a~~|||Surface Ground GWUDI Purchase with subsequent chlorination Purchase w/out subsequent chlorination ~~a~~ ~~ee~~|| |Public Water System ID ~~ee~~||||County ~~ee~~||Town, Village, or City ~~ee~~||||| |**NY1302775** ~~a~~||||**Dutchess**||**Village of Red Hook**||||| |~~et~~ ~~a(~~ ~~et|re~~||||||||||| |DATE ~~et~~ ~~a~~|Source(s) in Use ~~et|~~ ~~a~~|Treated water volume (1,000 gallons/day) ~~a~~ ~~|~~ ~~a~~|Chlorination ~~a(~~ ~~re~~||||Other Treatments / Readings ~~(~~ |||| ||||Gaseous ~~a(~~ ~~re~~||Liquid ~~(~~ ~~reTe~~|Free chlorine residual at entry point (mg/l) ~~(~~ ~~Te~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~|~~(~~ ~~Te~~ ~~ee~~| ||||Cylinder weight (lbs.) ~~(~~ ~~re~~ ~~ee~~|Chlorine used per day (lbs.) ~~(~~ ~~re~~ ~~ee~~|Hypochlorite added to crock (gallons or quarts) ~~(~~ ~~reTe~~ ~~ee~~|||||| |1 ~~et~~ ~~a~~|3,9,12,13&15 ~~et |~~ ~~a~~|125864 ~~| ~~ ~~a~~|~~(~~ ~~re~~ ~~ee~~|~~(~~ ~~re~~ ~~ee~~|10 ~~(~~ ~~re~~ ~~ee~~|2.23 ~~(~~ |~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~|~~(~~ ~~ee~~| |2 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|127601 ~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|2.09 ~~ee~~|~~ee~~|~~ee~~|~~ee~~|~~ee~~| |3 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|127171 ~~ee~~ ~~a~~|~~ee~~ ~~ee~~|~~ee~~ ~~se~~|10 ~~ee~~ ~~se~~|2.19 ~~ee~~||||| |4 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|124483 ~~ee ~~ ~~a~~ ~~a~~|~~ee~~ ~~ee~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |5 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|185156 ~~a~~ ~~a~~ ~~es~~|~~ee ~~ ~~a~~ ~~ee~~|~~se~~ ~~ee~~ ~~ee~~|10 ~~se~~ ~~ee~~ ~~ee~~|2.05 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |6 ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~|259190 ~~a~~ ~~es~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~|2.01 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |7 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|258013 ~~es ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.9 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |8 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|259536 ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|1.89 ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |9 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|277877 ~~ee ~~ ~~es~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|~~ee~~ ~~ee~~ ~~se~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.88 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |10 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|279675 ~~es ~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.79 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~eee~~| |11 ~~a ~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|247800 ~~se~~ ~~a~~|~~se~~ ~~a~~|~~se~~ ~~ee~~|10 ~~ee~~ ~~ee~~|1.84 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~eee~~| |12 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|241830 ~~a~~ ~~se~~ ~~a~~|~~a~~ ~~se~~ ~~a~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|1.88 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~ee~~|~~se~~| |13 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~|239652 ~~a~~ ~~ee~~|~~a~~ ~~ee~~|~~ee~~ ~~ee~~|20 ~~ee~~ ~~ee~~|1.93 ~~ee~~ ~~ee~~|~~ee~~|~~ee~~|~~ee~~|| |14 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|239095 ~~a~~ ~~ee~~ ~~a~~|~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|2.02 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|| |15 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|248949 ~~ee ~~ ~~a~~ ~~es~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.91 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |16 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~a~~|242019 ~~a~~ ~~es~~ ~~a~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|1.83 ~~ee ~~ ~~ee~~ ~~ee~~|~~ee ~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~| |17 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~a~~|239740 ~~es ~~ ~~a~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|10 ~~ee~~ ~~ee~~ ~~ee~~|1.89 ~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~| |18 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a ~~ ~~a~~ ~~ee~~|252142 ~~a~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~ ~~es~~|~~ee~~ ~~ee~~|1.84 ~~ee ~~ ~~ee~~|~~ee ~~|~~ee~~|~~ee~~|| |19 ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~|251368 ~~ee ~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~es~~|10 ~~ee~~|1.89 ~~ee~~||||| |20 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~ ~~a~~|256818 ~~ee~~ ~~se~~ ~~ee~~|~~ee~~ ~~se~~ ~~se~~|~~es~~ ~~se~~ ~~se~~|5 ~~se~~ ~~se~~|1.75 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |21 ~~a~~|3,9,12,13&15 ~~a~~|251378 ~~ee~~|~~se~~|~~se~~|5 ~~se~~|1.79||||| |22 ~~a ~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~ee~~ ~~es~~|245761 ~~ee ~~ ~~ee~~ ~~es~~|~~se~~ ~~ee~~ ~~es~~|~~se~~ ~~es~~|~~se~~ ~~ee~~|1.71 ~~CO~~|~~CO~~|~~CO~~||| |23 ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~|224852 ~~es~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~es~~|10 ~~ee~~|1.73||||| |24 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~es~~ ~~ee~~ ~~a~~|216747 ~~es~~ ~~ee~~ ~~a~~|~~es~~ ~~ee~~ ~~es~~|~~es~~ ~~es~~ ~~es~~|~~ee~~ ~~ee~~|1.81||||| |25 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~a~~|225677 ~~ee~~ ~~a~~|~~ee~~ ~~es~~|~~es~~ ~~es~~|25 ~~ee~~|1.82||||| |26 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~a~~ ~~a~~ ~~ee~~|217330 ~~a~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~ee~~|~~es~~ ~~se~~ ~~es~~|~~ee~~ ~~se~~|1.81 ~~se~~|~~se~~|~~se~~|~~se~~|~~se~~| |27 ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~|219993 ~~ee~~|~~ee~~|~~es~~||1.84|||~~OO~~|| |28 ~~a~~ ~~a~~ ~~a~~|3,9,12,13&15 ~~ee~~ ~~ee~~|260779 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~QC~~|~~QC~~|1.87 ~~QC~~|~~QC~~|~~QC~~|~~QC~~ ~~OO~~|~~QC~~| |29 ~~a~~|3,9,12,13&15 ~~se~~|231643 ~~se~~|~~se~~|~~se~~|~~se~~|1.66|||~~OO~~|| |30 ~~a~~ ~~a~~|3,9,12,13&15 ~~se~~ ~~es~~|230507 ~~se ~~ ~~ee~~|~~es~~ ~~ee~~|~~es~~ ~~ee~~|10 ~~es~~ ~~ee~~|1.75 ~~es~~ ~~es~~||||| |~~a~~ ~~a~~|~~es~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**Total** ~~a~~ ~~a~~|~~es ~~|6808646 ~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|~~ee~~ ~~ee~~|155 ~~ee~~ ~~ee~~|~~es~~ ~~ee~~|~~ee~~|~~ee~~|~~eee~~|~~ee~~| |**AVG.** ~~a~~ ~~a~~|~~a~~|226955 ~~ee~~|~~ee~~|#DIV/0! ~~ee~~|5.00 ~~ee~~|1.83 ~~ee ~~|#DIV/0! ~~ee~~|#DIV/0! ~~ee~~|#DIV/0! ~~eee~~|#DIV/0! ~~ee~~| **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)|3 3 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| |---|---|---|---|---|---|---| |11 Cambridge|9/19/2025|**1**|Yes No|Yes No|1.55|| |7588 Broadway ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.12 ~~ee~~|| |Traditions Post office ~~a~~|9/19/2025 ~~ee~~|**1** ~~ee~~|Yes No ~~ee~~|Yes No ~~ee~~|1.07 ~~ee~~|| |~~a~~|~~ee~~|~~ee~~|Yes No ~~ee~~|Yes No ~~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):** 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 -WATER DWDEPARTMENT **Name:**REPORT ~~September 2025 We had an operational meeting on Sept. 10[th] & 25[th] where we reviewed water operations. There was a~~ **Address:**leak ~~eG~~on 4South CommerceRt. Street9 **Address:**in Villagefront of Golden Wok. Turned out the leak was from a gooseneck connection to a building that used to be roughly where the MHVFCU Bank drive-thru is now. The leak was fixed overnight on Sept 10[th] . Rich Winter from Rural Water aided the team during the emergency fix. There are two flow meters at the Water Treatment Plant: one where the water comes in from the wells, and one right before the water heads out into distribution in our system. We had been reading the flow meter at the entry from the wells. The proper meter to read is prior to distribution. In reading the distribution meter, it was discovered that there was a valve that was open so that a portion of the water was not running through the distribution meter. That valve has now been closed, and the water treatment readings are now being taken from the distribution meter. Chlorine residuals have been good. There is discussion of whether we need an automatic flushing hydrant at the end of the system in one or two locations where there is no loop in the system. More to follow on this. We discussed prioritizing meter replacements to cell meters in the Sewer District. If there is a water leak or a toilet breaks as happened in an apartment building, the cell meter allows for immediate reading of water use which helped identify and locate the leak. This extra water was running into the WWTP, increasing the daily flow leading to the full use of the extra EQ tank. Following up on a reported internal water leak at the Red Hook ~~Country Inn, it was determined that there is a~~ **Town:**separate ~~GG~~4” POUGHKEEPSIEwater **State:**line NYfrom **Zip:**the 12603water **Town:**main Redin HookRt. **State:**9 NYto **Zip:**the 12571Inn ~~a~~that **Phone:**is ~~a~~used (845)to 486-1030supply ~~GG~~their **PWSID/SPDES:**fire 1302775suppression **Contactsystem. Email:**It Sullivan1results@h2oinnovationis not connected to their regular water supply.com LesThis Coonconnection **Name:**is ~~**a**~~now **Fax:** ~~Ge~~ **Phone:** ~~Ce~~ 845-544-3151 **Sample(s) deliveredshown on** 09/19/2025our **at**water 01:52system PMmap. **FromThere COC#:** 72677 |**Sample#**|**MTX**|**Sample Point**|**Sampled** **Date & Time **|**Temp **|**Pres.** **Y/N/T**|**Res** **Cl**|**Int**|**Analyze** **Prep Date** **Time**|**Analyte/Test Method**|**Comment** **(see table)**|**Results**|**MCL/SMCL** **(Limits)**| |---|---|---|---|---|---|---|---|---|---|---|---|---| |S000268437|DW-G|11 CAMBRIDGE|09/19/2025 11:48 AM|18.1°C G4|N|1.55 LC|1.55 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269720|DW-G|11 CAMBRIDGE|09/19/2025 11:48 AM|18.1°C G4|T|1.55 LC|1.55 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269721|DW-G|7588 BROADWAY|09/19/2025 11:17 AM|18.1°C G4|T|1.12 LC|1.12 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269717|DW-G|7588 BROADWAY|09/19/2025 11:17 AM|18.1°C G4|N|1.12 LC|1.12 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.2 mg/L|MCL: 250 mg/L| |S000269718|DW-G|TRADITIONS POST OFFICE|09/19/2025 10:43 AM|18.1°C G4|N|1.07 LC|1.07 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.7 mg/L|MCL: 250 mg/L| |S000269719|DW-G|TRADITIONS POST OFFICE|09/19/2025 10:43 AM|18.1°C G4|T|1.07 LC|1.07 LC|09/19/2025 03:14 PM JF|Coliform P/A & E.coli by SM22 9223B (Colilert) Method|N 1758309276087|Coliform: Absence E.coli: Absence|MCL: Zero MCL: Zero| |S000269716|DW-G|ENTRY PT|09/19/2025 10:58 AM|18.1°C G4|N|1.8 LC|1.8 LC|09/22/2025 11:01 AM KD|Sulfate by EPA 300.0 Method|N SO4-00056|Sulfate: 14.3 mg/L|MCL: 250 mg/L| Comment Table: N - No Comment | Remarks: T = Sodium Thiosulfate | This report cannotmay be reproducedothers withoutlike writtenthis. permissionWe will record them as we discover them. At the Water Treatment Plant, a check valve is scheduled to be installed. There are check valves at each of Sullivanthe CountyWells, Labsbut there is not one in the Plant itself. TestAll resultsthe parts are limitedhere. Due to thoseother methodsemergency underwork, whichthis work is now expected to be completed in October. We have now switched our lab isfor certifiedboth bywater ELAP.and Resultssewer only relatesamples to actual samples receivedAG. 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  |

References

This document cites or incorporates the following separate documents:

2025-08-25York Lab Technical Report — Wastewater Sampling 07/16/2025
— pinned to version dated 2025-08-25
Both are separate technical reports from York Lab on different sampling dates (July 23 vs July 16, 2025); they are distinct artifacts that happen to share a topic area, not revisions of the same singular decision or instrument.
2025-08-25York Lab Technical Report — Wastewater Sampling 07/23/2025
— pinned to version dated 2025-08-25
Both documents are the same York Lab technical report on wastewater testing dated 07/23/2025, with Document B appearing to be a revised or re-filed version of Document A on the same underlying artifact.

Referenced by

These other documents cite or incorporate this one:

2025-07-14Mayor's Report — June 2025
Two separate technical reports on different wastewater testing projects (2025 vs. testing) with different sample dates and York project numbers, linked only by shared topic area and lab.

Recurring pattern

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