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York Lab Technical Report — Wastewater Sampling 07/16/2025

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Technical Report

prepared for:

Village of Red Hook

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

Report Date: 07/30/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5G0440

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: 07/30/2025 Client Project ID: Wastewater 2025 York Project (SDG) No.: N5G0440

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 16, 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 IDClient Sample ID-Date CollectedDate Received
N5G0440-01Matrix-07/16/202507/16/2025
N5G0440-02A1 E-07/16/202507/16/2025
N5G0440-03Waste Water-07/16/202507/16/2025
N5G0440-04A2 E-07/16/202507/16/2025
N5G0440-05Waste Water-07/16/202507/16/2025
N5G0440-06A3 E-07/16/202507/16/2025
N5G0440-07Waste Water-07/16/202507/16/2025
N5G0440-08A4 E-07/16/202507/16/2025
N5G0440-09Waste Water-07/16/202507/16/2025
N5G0440-10A5 I-07/16/202507/16/2025
N5G0440-11Waste Water-07/16/202507/16/2025
-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:|N5G0440-01| |York Project (SDG)|No.|Client Project ID|Matrix|Collection Date/Time|Date Received| |N5G0440||Wastewater 2025|Waste Water|July 16, 2025 1:00 pm|07/16/2025| |Field Analyses:|||Log-in/Sample Notes:|||

| Phoenix Environmental Labs, Inc. | Results | | Analysis Conducted by: | Analyst | | [TOC_3]SM5210B-16[TOC] | Analyzed | | Units | Date/Time | | Result | Prepared | | Parameter | Date/Time | | Qualifier | Reference Method | | - | MCL |

-RL
-Certifications:
-SM5210B-16
-07/17/2025 17:15
-07/17/2025 17:15
-PHO
-4.00
< 4.0
Carbonaceous BOD
mg/L
A2 E
York Project (SDG) No.
N5G0440
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 16, 2025 1:00 pm
Waste Water
Wastewater 2025
[TOC_2]A2 E[TOC]
07/16/2025
N5G0440-02
Field Analyses:
Log-in/Sample Notes:

| [TOC_3]Miscellaneous Physical Parameters[TOC] | - | Results | Analyst | | Units | - | R | Analyzed | | Result | - | MCL | Date/Time | | Parameter | - | RL | Prepared | | Qualifier | - | - | Date/Time | | - | - | - | eference Method | | - | - | - | SMM | | - | - | - | 07/18/2025 06:06 | | - | - | - | 07/18/2025 12:11 | | - | - | - | M 2540D-2015 | | - | - | - | Certifications: | | - | - | - | NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE | |mg/L Total Suspended Solids 1.40|Z-01|S

1.00|| ||||| A3 E York Project (SDG) No. N5G0440 York Sample ID: Sample Information Client Project ID Client Sample ID: Matrix Collection Date/Time Date Received July 16, 2025 1:00 pm Waste Water Wastewater 2025 [TOC_2]A3 E[TOC] 07/16/2025 N5G0440-03 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 | | - | - | 07/17/2025 12:19 | | - | - | 07/17/2025 12:19 | | - | - | SM 4500-NH3 D | | - | - | Certifications: |

--NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
--0.05
--SMM
--07/17/2025 08:13
--07/18/2025 12:18
--SM 4500-N Org D
--Certifications:
--NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
---
--0.40
mg/L
Ammonia Nitrogen as N
0.128
mg/L
Total Kjeldahl Nitrogen
2.64

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

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 EYork Sample ID:N5G0440-04
York Project (SDG)No.Client Project IDMatrixCollection Date/TimeDate Received
N5G0440Wastewater 2025Waste WaterJuly 16, 2025 1:00 pm07/16/2025
Field Analyses:Log-in/Sample Notes:

| Pace Analytical - EnviroTest Analytical Labs | Results | | Analysis Conducted by: | Analyst | | [TOC_3]Microbiological Analyses[TOC] | Analyzed | | Units | Date/Time | | Result | Prepared | | Parameter | Date/Time | | Qualifier | Reference Method | | - | MCL | | - | RL | | - | 1.0 | | - | Certifications: | | - | Colilert-18 | | - | 07/17/2025 11:19 | | - | 07/16/2025 16:00 | | - | PAS | | - | 1.00 | |<1 Fecal Coliform MPN/100 ml||

Sample Information[TOC_2]A5 I[TOC][TOC_2]A5 I[TOC]
Client Sample ID:A5 IYork Sample ID:N5G0440-05
York Project (SDG)No.Client Project IDMatrixCollection Date/TimeDate Received
N5G0440Wastewater 2025Waste WaterJuly 16, 2025 1:00 pm07/16/2025
Field Analyses:Log-in/Sample Notes:

Analysis Conducted by: Phoenix Environmental Labs, Inc.

| [TOC_3]SM5210B-16[TOC] | Results | | Units | Analyst | | Result | Analyzed | | Parameter | Date/Time | | Qualifier | Prepared | | - | Date/Time | | - | Reference Method | | - | MCL | | - | RL | | - | PHO | | - | 07/17/2025 17:15 | | - | 07/17/2025 17:15 | | - | SM5210B-16 |

-Certifications:
-38.00
mg/L
Carbonaceous BOD
150
A6 I
York Project (SDG) No.
N5G0440
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 16, 2025 1:00 pm
Waste Water
Wastewater 2025
[TOC_2]A6 I[TOC]
07/16/2025
N5G0440-06
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 | | - | 07/18/2025 06:06 | | - | 07/18/2025 12:11 | | - | SM 2540D-2015 | | - | Certifications: |

-NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PAD
-6.67
mg/L
Total Suspended Solids
62.7

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

Newtown, CT 06470 FAX (203) 270-3348

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Sample Information[TOC_2]A7 I[TOC][TOC_2]A7 I[TOC]
Client Sample ID:A7 IYork Sample ID:N5G0440-07
York Project (SDG)No.Client Project IDMatrixCollection Date/TimeDate Received
N5G0440Wastewater 2025Waste WaterJuly 16, 2025 1:00 pm07/16/2025
Field Analyses:Log-in/Sample Notes:

Results

|Parameter|Result|Units|Qualifier|RL|MCL|Analyst Analyzed Date/Time Prepared Date/Time Reference Method| |---|---|---|---|---|---|---| |Ammonia Nitrogen as N|52.4|mg/L||0.10|-|TCD 07/17/2025 12:19 07/17/2025 12:19 SM 4500-NH3 D| |||||||Certifications: NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE| |Total Kjeldahl Nitrogen|54.0|mg/L||0.40|-|SMM 07/17/2025 08:13 07/18/2025 12:18 SM 4500-N Org D| |||||||Certifications: NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE|

Sample Information[TOC_2]B1 E[TOC][TOC_2]B1 E[TOC]
Client Sample ID:B1 EYork Sample ID:N5G0440-08
York Project (SDG)No.Client Project IDMatrixCollection Date/TimeDate Received
N5G0440Wastewater 2025Waste WaterJuly 16, 2025 1:00 pm07/16/2025
Field Analyses:Log-in/Sample Notes:
Analysis Conductedby:PhoenixEnvironmentalLabs, Inc.
[TOC_3]SM5210B-16[TOC]Results
ParameterResultUnitsQualifierRLMCLReference MethodPrepared
Date/TimeAnalyzed
Date/TimeAnalyst
Carbonaceous BOD< 4.0mg/L4.00-SM5210B-1607/17/2025 17:1507/17/2025 17:15PHO
Certifications:
Sample Information[TOC_2]B2 E[TOC]
Client Sample ID:B2 EYork Sample ID:N5G0440-09
York Project (SDG) No.Client Project IDMatrixCollection Date/Time
Date Received
N5G0440Wastewater2025Waste WaterJuly 16, 20251:00 pm07/16/2025
Field Analyses:Log-in/Sample Notes:
[TOC_3]Miscellaneous PhysicalParameters[TOC]Results
ParameterResultUnitsQualifierRLMCLReference MethodPrepared
Date/TimeAnalyzed
Date/TimeAnalyst
Total Suspended Solids< 1.00mg/LZ-011.00-SM 2540D-201507/18/2025 06:0607/18/2025 12:11SMM
NELAC-NY10854,CTDOH-PH-0723,NJDEP
Certifications:

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

Newtown, CT 06470 FAX (203) 270-3348 ClientServices@yorklab.com Page 5 of 9

www.YORKLAB.com

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B3 E
York Project (SDG) No.
N5G0440
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 16, 2025 1:00 pm
Waste Water
Wastewater 2025
[TOC_2]B3 E[TOC]
07/16/2025
N5G0440-10
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 | | - | 07/17/2025 12:19 | | - | 07/17/2025 12:19 | | - | SM 4500-NH3 D | | - | Certifications: |

-NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
-0.05
-SMM
-07/17/2025 08:13
-07/18/2025 12:18
-SM 4500-N Org D
-Certifications:
-NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
--
-0.40
mg/L
Ammonia Nitrogen as N
0.339
mg/L
Total Kjeldahl Nitrogen
1.78
B4 E
York Project (SDG) No.
N5G0440
York Sample ID:
Sample Information
Client Project ID
Client Sample ID:
Matrix
Collection Date/Time
Date Received
July 16, 2025 1:00 pm
Waste Water
Wastewater 2025
[TOC_2]B4 E[TOC]
07/16/2025
N5G0440-11
Field Analyses:
Log-in/Sample Notes:

Analysis Conducted by: Pace Analytical - EnviroTest Analytical Labs

Results

[TOC_3]MicrobiologicalAnalyses[TOC]Results
ParameterResultUnitsQualifierRLMCLReference MethodPrepared
Date/TimeAnalyzed
Date/TimeAnalyst
Fecal Coliform2MPN/1001.001.0Colilert-1807/16/2025 16:0007/17/2025 11:19PAS
mlCertifications:

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

Newtown, CT 06470 FAX (203) 270-3348

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Definitions and Other Information

Z-01 MG RESIDUE IS LESS THAN 2.5 MG

<1 <1

  • < 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 N5G0440

  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: Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director

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Date: July 30, 2025

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

Newtown, CT 06470 FAX (203) 270-3348

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Page 9 of 9

Changes between versions

2025-05-08→2025-05-12
substantive change+8 −24

The document title and scope changed from a multi-departmental monthly report to a single-department Building Department report.

  • Title changed from 'Village of Red Hook Sewer Department Monthly Report — April 2025' to 'Building Department Monthly Trustee's Report — April 2025'
  • Document date changed from '2025-05-08' to '2025-05-12'
  • Removed 'Village of Red Hook Speed Limit Initiative Monthly Report April 2025'
  • Removed 'Village of Red Hook Town of Red Hook Greenway and Trails Committee Monthly Report April 2025'
  • Removed 'Village of Red Hook Climate Smart Communities Monthly Report April 2025'
Show red-line diff
## Village of Red Hook Sewer Department Monthly Report April 2025 In April, the new operators created an action list to address repairs, trace complaints to root causes, and began weekly instead of monthly testing. They uncovered multiple design and — “ ” operational issues —many components were broken or had never functioned. As a “pocket plant,” everything was supposed to be included, but there was no treatment on Day 1, so chlorine was used for disinfection. Dechlorinating tabs arrived mid-month and are now in use. EQ tank pumps were running at full capacity, possibly overloading the plant and washing out the — — microbial community. There was no flow control —just zero or maximum —prompting a recommendation for a larger EQ tank and smaller pumps. The current tank only works if everything functions perfectly, leaving no room for error. Aeration was insufficient, so more blowers were added. In the clarifier, sludge wasn ’ t returning properly, causing buildup and blowouts. With added pumps, sludge movement improved, clarifying the water, though return pipes still clog. MLSS held steady at 1,000 mg/L — sufficient for microbial growth. The weirs weren ’ t level due to a tilted tank, causing uneven flow. Delaware adjusted them to a 60/40 balance, better than before, but true 50/50 won't be possible until the tank is leveled. Uneven flow has been overloading the sand filters. Their auto controls weren ’ t working, and manual use trips breakers. Sand filters need replacement about every two years. UV filters were scheduled for replacement under a new contract. Sand filters will be addressed once the old plant is back online. Major repairs are planned for the week of May 12. Although the microbial community began to recover in April, the plant still didn ’ t meet ammonia limits and seems to be receiving more pollutants than it was designed to handle. Pumps were removed from automatic mode to prevent washing out microbes and are now operated manually. A SCADA system would be needed to automate them safely. I raised the possibility of a sewer-use area moratorium due to community concerns and the plant ’ s current instability, even though it ’ s under capacity. No specific criteria for triggering a moratorium were provided, only that it would be a last-resort measure. The mayor and Robert Flores (Delaware sewer operator) hosted a second community info session, with a third scheduled for **Thursday, June 5.** The Sewer team meets every other Friday. If you have concerns, comments, etc. related to the WWTP or the Sewer Use Area please do not hesitate to reach out. Village of Red Hook Speed Limit Initiative Monthly Report April 2025 The engineer is reaching out to colleague for best advice in how to move forward Village of Red Hook Town of Red Hook Greenway and Trails Committee Monthly Report April 2025 The April meeting covered proposed the Winnakee Land Trust Ribbon Cutting day for the expanded Saw Kill trail which was moved to June 7[th] (national trails day) from April 26[th] which was Rails to Trails Conservancy Trails Day due to DEC scheduling conflicts. It also covered how the committee will be involved in the Tour De Red Hook which happened May 4[th] . The ’ – committee agreed that they d provide swag free stickers, safety information, trail information and use it as an opportunity to promote all the trails and even though this ride was using the Cookingham Farm trails specifically. They agreed to order kid and adult reflective vests, reflective stickers with the trails logo and trail maps all of which would be free to those in the community who participated. The committee is actively working on promoting the trails as off-road and safer options for traveling between schools and neighborhoods and working through educational material to send out regarding the “ rules of the roads/trails ” such as road safety, looking both ways, walking against traffic, riding with traffic, etc. Village of Red Hook Climate Smart Communities Monthly Report April 2025 April ’ s meeting was devoted to collecting suggestions of pledge elements from the CSC Program to start to prioritize them for Board Approval. However, the taskforce must be formally created with authority. There were many Action items from each Pledge Element that would be helpful. The Tour de Red Hook Bike ride was discussed in relation to PE 6 (climate smart land use). It offers a great opportunity to gather more data on street and trail usage and requests directly from our residents. The Repair Café was a well-attended event that ’ happens quarterly with the Town s CAC at The Red Hook Community Center – the CSC participated via engagement with residents about the upcoming compost program. We ’ even had a few people sign up for it – however, I think they re town residents. But it is always great to engage with chat with the members of our community. The website page has been created and designed and waiting for final uploading to our site and Sign Painter Colin Packard has created a few renderings of the big sign for the shed which would also include the Village Logo as well as acknowledge the County for their financial sponsorship. I also want to thank Polina Malikin for her work on the program ’ s logo.
2025-05-12→2025-05-12
substantive change+8 −12

The document has been completely replaced with reports for the Greenway and Trails Committee and Climate Smart Communities.

  • Title changed from 'Building Department Monthly Trustee's Report — April 2025' to 'Sewer Department Monthly Report — April 2025'
  • Substantive content change: The entire Sewer Department report regarding plant operations, pumps, and UV filters has been removed.
  • Added 'Village of Red Hook Town of Red Hook Greenway and Trails Committee Monthly Report April 2025' section regarding the Winnakee Land Trust Ribbon Cutting and Tour De Red Hook.
  • Added 'Village of Red Hook Climate Smart Communities Monthly Report April 2025' section regarding CSC Program pledge elements and the Repair Café.
Show red-line diff
## Village of Red Hook SewerSpeed DepartmentLimit Initiative Monthly Report April 2025 InThe engineer is reaching out to colleague for best advice in how to move forward Village of Red Hook Town of Red Hook Greenway and Trails Committee Monthly Report April, 2025 The April meeting covered proposed the newWinnakee operatorsLand createdTrust anRibbon actionCutting listday for the expanded Saw Kill trail which was moved to addressJune repairs,7[th] trace(national complaintstrails day) from April 26[th] which was Rails to rootTrails causes,Conservancy and began weekly instead of monthly testing. They uncovered multiple design and operational issues—many components were broken or had never functioned. As a “pocket plant,” everything was supposed to be included, but there was no treatment onTrails Day 1, so chlorine was used for disinfection. Dechlorinating tabs arrived mid-month and are now in use. EQ tank pumps were running at full capacity, possibly overloading the plant and washing out the microbial community. There was no flow control—just zero or maximum—prompting a recommendation for a larger EQ tank and smaller pumps. The current tank only works if everything functions perfectly, leaving no room for error. Aeration was insufficient, so more blowers were added. In the clarifier, sludge wasn’t returning properly, causing buildup and blowouts. With added pumps, sludge movement improved, clarifying the water, though return pipes still clog. MLSS held steady at 1,000 mg/L—sufficient for microbial growth. The weirs weren’t level due to aDEC tiltedscheduling tank, causing uneven flowconflicts. DelawareIt adjustedalso themcovered to a 60/40 balance, better than before, but true 50/50 won't be possible untilhow the tank is leveled. Uneven flow has been overloading the sand filters. Their auto controls weren’t working, and manual use trips breakers. Sand filters need replacement about every two years. UV filters were scheduled for replacement under a new contract. Sand filterscommittee will be addressedinvolved oncein the oldTour plantDe isRed backHook onlinewhich happened May 4[th] . MajorThe repairscommittee areagreed plannedthat forthey’d provide swag – free stickers, safety information, trail information and use it as an opportunity to promote all the weektrails and even though this ride was using the Cookingham Farm trails specifically. They agreed to order kid and adult reflective vests, reflective stickers with the trails logo and trail maps all of May 12. Although the microbial community began to recover in April, the plant still didn’t meet ammonia limits and seems to be receiving more pollutants than it was designed to handle. Pumps were removed from automatic mode to prevent washing out microbes and are now operated manually. A SCADA systemwhich would be neededfree to automatethose in the community who participated. The committee is actively working on promoting the trails as off-road and safer options for traveling between schools and neighborhoods and working through educational material to send out regarding the “rules of the roads/trails” such as road safety, looking both ways, walking against traffic, riding with traffic, etc. Village of Red Hook Climate Smart Communities Monthly Report April 2025 April’s meeting was devoted to collecting suggestions of pledge elements from the CSC Program to start to prioritize them safelyfor Board Approval. I raisedHowever, the possibilitytaskforce ofmust abe sewer-useformally areacreated moratoriumwith due to community concerns and the plant’s current instability, even though it’s under capacityauthority. No specific criteria for triggering a moratoriumThere were provided,many onlyAction items from each Pledge Element that it would be a last-resort measurehelpful. The mayorTour de Red Hook Bike ride was discussed in relation to PE 6 (climate smart land use). It offers a great opportunity to gather more data on street and Roberttrail Floresusage (Delawareand sewerrequests operator)directly hostedfrom our residents. The Repair Café was a secondwellattended communityevent infothat session,happens quarterly with athe thirdTown’s scheduledCAC forat **Thursday, June 5.** The SewerRed teamHook meetsCommunity everyCenter other Friday. If you have concerns, comments, etc. related to– the WWTPCSC orparticipated thevia Sewerengagement Usewith Area please do not hesitate to reach out.residents

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