York Lab Technical Report — Wastewater Sampling 07/23/2025

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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

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

Newtown, CT 06470 FAX (203) 270-3348

ClientServices@yorklab.com Page 3 of 9

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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

ClientServices@yorklab.com Page 4 of 9

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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

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

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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

2025-05-08→2025-05-12

substantive change+2 −305

The document title and scope changed to include Speed Limit Initiative and Greenway and Trails Committee reports.

Title changed from 'Wastewater Facility Operation Report for the Month of March 2025' to 'Speed Limit Initiative & Town of Red Hook Greenway and Trails Committee Monthly Reports — April 2025'
Document date advanced from 2025-05-08 to 2025-05-12
Added introductory text regarding a compost program, sign renderings by Colin Packard, and logo work by Polina Malikin
Removed 'Remarks' section from the Wastewater Facility Operation Report containing notes on UV bulb replacement and odor investigations

Show red-line diff

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. Outfall 1A - New Plant ## 92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION ## DIVISION OF WATER ||||||||||||||||DIVISION OF WATER|DIVISION OF WATER|DIVISION OF WATER|DIVISION OF WATER||||||||||||||||||||||||||Page 1 of 4|Page 1 of 4|| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT**||||||||||||**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT**||||||||March|||||||||2025|||||||||||||||||| |**NY--** SPDES PERMIT 0271420||||FACILITY NAME Village of Red Hook Sewer||||||||||FACILITY OWNER Village of Red Hook|||||||7467 S Broadway Red Hook, NY12571|FACILITY LOCATION 7467 S Broadway Red Hook, NY12571|||||||7467 S Broadway Red Hook, NY12571|||||||||||||||||| |Day|Date||Daily Precip in/day|Inst.Max. MGD VOLUME OF SEWAGE TREATED||Inst.Max. Daily Average MGD VOLUME OF SEWAGE TREATED||Inst. Min MGD VOLUME OF SEWAGE TREATED||Influent (2) Effluent (2) TEMPERATURE (ºF.)|||||Influent Minimum|Influent Maximum Effluent Minimum pH (S.U)|||||Effluent Maximum||SETTLEABLE SOLIDS Influent Maximum Effluent Maximum|||||B.O.D.5 Influent Type Effluent Type||||||||||SUSPENDED SOLIDS Influent Type Effluent Type||||||||| |Sat|01||0.01||||0.029||||49||48||||6.6||||7.6||<0.1||<0.1|||||||||||||||||||||| |Sun|02||T||||0.036||||47||49||||6.5||||7.4||<0.1||<0.1|||||||||||||||||||||| |Mon|03||0.00||||0.043||||52||47||||6.6||||7.6||80||<0.1|||||||||||||||||||||| |Tue|04||0.00||||0.044||||49||51||||7.2||||7.5||110||<0.1|||||||||||||||||||||| |Wed|05||0.01||||0.045||||47||50||||6.1||||7.5||5||<0.1|||||||||||||||||||||| |Thur|06||0.98||||0.048||||46||50||||6.8||||7.7||3||<0.1|||||||||||||||||||||| |Fri|07||0.09||||0.042||||48||49||||6.8||||7.5||3||<0.1|||||||||||||||||||||| |Sat|08||0.00||||0.036||||48||46||||6.7||||7.4||3||<0.1|||||||||||||||||||||| |Sun|09||0.00||||0.032||||49||46||||6.7||||7.2||<0.1||<0.1|||||||||||||||||||||| |Mon|10||0.00||||0.036||||48||48||||7.1||||7.4||60||<0.1|||||||||||||||||||||| |Tue|11||0.00||||0.040||||49||48||||6.7||||7.5||5||<0.1||||||||||82|||||||||104||| |Wed|12||0.00||||0.054||||47||46||||6.7||||7.6||4||<0.1|||||||||||||||||||||| |Thur|13||0.00||||0.037||||48||49||||6.7||||7.8||4||<0.1|||||||||||||||||||||| |Fri|14||0.00||||0.046||||49||49||||6.7||||7.9||3||<0.1|||||||||||||||||||||| |Sat|15||0.00||||0.036||||48||47||||6.9||||7.2||<0.0||<0.1|||||||||||||||||||||| |Sun|16||0.00||||0.052||||48||50||||7.4||||7.2||50||<0.1|||||||||||||||||||||| |Mon|17||0.85||||0.047||||48||49||||6.6||||7.3||3||<0.1|||||||||||||||||||||| |Tue|18||0.05||||0.038||||50||50||||6.6||||8.4||3||<0.1|||||||||||||||||||||| |Wed|19||0.00||||0.044||||48||49||||6.7||||7.9||2||<0.1|||||||||||||||||||||| |Thur|20||0.00||||0.002||||50||51||||6.7||||7.9||2||<0.1|||||||||||||||||||||| |Fri|21||0.81||||0.051||||51||52||||6.7||||8.0||0||<0.1|||||||||||||||||||||| |Sat|22||0.00||||0.035||||55||51||||7.2||||7.8||3||<0.1|||||||||||||||||||||| |Sun|23||0.00||||0.035||||58||53||||7.3||||7.6||4||<0.1|||||||||||||||||||||| |Mon|24||T||||0.035||||56||51||||7.0||||7.7||2||<0.1|||||||||||||||||||||| |Tue|25||0.13||||0.042||||51||50||||6.9||||7.7||2||<0.1|||||||||||||||||||||| |Wed|26||0.00||||0.034||||50||51||||6.8||||7.8||0||<0.1|||||||||||||||||||||| |Thur|27||0.09||||0.059||||49||50||||7.8||||7.9||0||<0.1|||||||||||||||||||||| |Fri|28||0.00||||0.045||||51||51||||6.8||||7.9||0||<0.1|||||||||||||||||||||| |Sat|29||0.01||||0.039||||48||50||||7.2||||7.9||4||<0.1|||||||||||||||||||||| |Sun|30||0.06||||0.029||||49||50||||7.1||||7.9||3.0||<0.1|||||||||||||||||||||| |Mon|31||0.17||||0.038||||46||50||||6.8||||8.4||<0.1||<0.1|||||||||||||||||||||| ||||Total Precip.||||Monthly Average|||Average Influent||Average|Average Effluent|Average|Minimum|Maximum||Minimum|||Maximum||Monthly Maximum|Monthly Maximum|||30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Rem.%|||||||||||30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Rem.%||||||||| ||||3.26||||0.040||||49||49||6.1||7.8||7.2||8.4||110.0||<0.1|||||82||||||####||||||104|||####|| ||||||||||||||||||||||||30 Day Quanity|30 Day Quanity||||27.11|||||||lbs/day||||34.39||||||lbs/day|| **==> picture [564 x 462] intentionally omitted <==** **----- Start of picture text -----** FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE 14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM MW/CM2 Effluent REMARKS Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc #1 #2 Day Date Type Type Sat 01 100% 0% Red Hook Commons UV'S not currently working & in need of replacement of Bulb's. There has been customer complaints referencing odor from wastewater treatment plant, intial investigation found that some odors are coming from odoris wastewater discharge, while other investigations have found that the odor seems to be coming from the facilities EQ tank vent. The Sun 02 100% 0% village is aware & are working on a remdiation for the odors from the EQ vent line. Mon 03 100% 0% Tue 04 100% 0% Wed 05 100% 0% Thur 06 100% 0% Fri 07 100% 0% Sat 08 100% 0% Sun 09 100% 0% Mon 10 100% 0% Tue 11 100% 0% 24196 Wed 12 100% 0% Thur 13 100% 0% Fri 14 100% 0% Sat 15 100% 0% Sun 16 100% 0% Mon 17 100% 0% Tue 18 100% 0% Wed 19 100% 0% Thur 20 100% 0% Fri 21 100% 0% Sat 22 100% 0% Sun 23 100% 0% Mon 24 100% 0% Tue 25 100% 0% Wed 26 100% 0% Thur 27 100% 0% Fri 28 100% 0% Sat 29 100% 0% Sun 30 100% 0% Mon 31 100% 0% 30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean ( Influent(mg/ Effluent(mg/l Minimum(1)Maximum 0 1 24196 lbs/day **----- End of picture text -----** - (1) Refer to current edition of "Notice to SPDES Permitees Regarding Use of the National Pollutant Discharge Elimination System (NPDES) Discharge Monitoring Report Form" for procedures to calculate loadings, flow-weighted average, geometric mean, maximum minimum, percent removal, etc. Note: Refer to current SPDES permit for specific monitoring requirements. Sample type for chlorine residual and fecal coliforms is grab. 58.2 **==> picture [635 x 489] intentionally omitted <==** **----- Start of picture text -----** FIXED MEDIA ACTIVATION SLUDGE PROCESS CONTROL PROCESS CONTROL Media Dissolved Ammonia as Effluent Mixed Return Act. Waste Act. TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS) Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons Sat 01 7.8 Sun 02 7.5 Mon 03 7.4 Tue 04 7.4 Wed 05 7.2 Thur 06 7.1 Fri 07 7.2 Sat 08 7.1 Sun 09 7.3 Mon 10 7.2 Tue 11 7.4 42.4 50.5 350.25 Wed 12 7.7 Thur 13 7.2 Fri 14 7.9 Sat 15 8.1 Sun 16 7.3 Mon 17 7.6 Tue 18 7.7 Wed 19 7.8 Thur 20 8.2 Fri 21 7.6 Sat 22 7.7 Sun 23 5.6 Mon 24 6.8 Tue 25 7.1 Wed 26 8.0 Thur 27 5.3 Fri 28 7.0 Sat 29 5.0 Sun 30 7.0 Mon 31 6.1 7.2 lbs/day lbs/day 0.000 lbs/day **----- End of picture text -----** |**Effect on Receiving Stream**|**Effect on Receiving Stream**|**Effect on Receiving Stream**|||Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Name and amount of chemicals used in treatment process|Sludge Removal from Plant:|Sludge Removal from Plant:|Sludge Removal from Plant:|Sludge Removal from Plant:||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |NAME OF RECEIVING STREAM|NAME OF RECEIVING STREAM||||during month.|||||||a.|Amount|||||gallons|| ||||||a. Chlorine|a. Chlorine||||lbs.||b.|Solid Content|||||%|| |DATE|STATION|PARAMETER RESULT|||b.|Sodium Hypochlorite||||gal.||c.|Volatile Solids Content|||||%|| ||||||c.|soda Ash||||lbs.||d.|Disposal Site||Superior Sanitation|Superior Sanitation|||| ||||||d.|||||lbs.|||||||||| ||||||e.|||||lbs.|||||||||| ||||||f.|||||lbs.|||||||||| ||||||Amount of electrical power consumed||||||||Other Solid Waters:||||||| ||||||a.|Commercial|||kilowatt hours|||a.|Screening|||||cubic feet|| ||||||b.|Stand-by|||kilowatt hours|||b.|Grit|||||cubic feet|| |||||||||||||c.|Ashes|||||tons|| ||||||Amount of fuel consumed||Amount of fuel consumed|||||d.|||||||| ||||||a.|Natural Gas||||cubic feet||e.|||||||| ||||||b.|Oil||||gallons||f.|||||||| ||||||c.|Gasoline||||gallons||g.|Disposal Site Private hauler||||||| ||||||d.|Coal||||tons|||||||||| ||||||e.|Digester Gas||||cubic feet|||||||||| ||||||f.|Propane||||gallons||Digester Gas Wasted||||||cubic feet|| ||||||Labor expended:||||||||||||||| |||||||||POSITION NAME|||NUMBER FULL TIME NUMBER PART TIME||||NUMBER PART TIME||TOTAL HOURS||| ||||||||Supervisor||||||||||||| ||||||||Chief Operator||||||||||||| ||||||||Operator||||||||||||| ||||||||Mechanic||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||I hereby affirm under penality of perjury that information proided on this form is true to the best of my knowledge and belief. False statements made|||||||I hereby affirm under penality of perjury that information proided on this form is true to the best of my knowledge and belief. False statements made|||||I hereby affirm under penality of perjury that information proided 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.||||||||herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.||||||| ||||||||||||||||||||| ||||||||||||||||||||| ||||||Signature of Chief Operator or Designated Facility Representative|||||||Signature of Chief Operator or Designated Facility Representative|||||||| Outfall 1B - Red Hook Commons Plant |**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025|**WASTEWATER FACILITY OPERATION REPORT FOR THE MONT** March 2025| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| **NY--** SPDES PERMIT FACILITY NAME FACILITY OWNER FACILITY LOCATION 0271420 7467 S BroadwayRed Hook,NY12571 Village of Red Hook Sewer Village of Red Hook |Day|Date|Daily Precip in/day|VOLUME OF SEWAGE TREATED|||TEMPERATURE(ºF.)||~~Influent~~ pH(S.U)||||SETTLEABLE SOLIDS||B.O.D.5||SUSPENDED SOLIDS|| ||||Inst.Max. MGD|Inst.Max. Daily Average MGD|Inst. Min MGD|Influent (2)|Influent Effluent (2)|Influent Minimum|~~Influent~~ Maximu m|Effluent Minimum|Effluent Maximum|Influent Maximum|Effluent Maximum|Influent Type|Effluent Type|Influent Type|Effluent Type| |Sat|01|0.01||0.010||58|50||7.8||7.7|24.0|<0.1||||| |Sun|02|T||0.015||52|50||7.9||7.5|25.0|<0.1||||| |Mon|03|0.00||0.011||51|50||7.7||7.5|28.0|<0.1||||| |Tue|04|0.00||0.004||51|47||7.7||7.4|32.0|<0.1||||| |Wed|05|0.01||0.001||52|49||7.8||7.5|39.0|<0.1||||| |Thu|06|0.98||0.009||47|50||7.7||7.6|60.0|<0.1||||| |Fri|07|0.09||0.002||54|51||7.8||7.7|25.0|<0.1||||| |Sat|08|0.00||0.007||52|54||7.7||7.6|43.0|<0.1||||| |Sun|09|0.00||0.004||56|51||7.8||7.9|40.0|<0.1||||| |Mon|10|0.00||0.015||52|52||7.6||7.6|110.0|<0.1||||| |Tue|11|0.00||0.005||55|55||7.7||7.5|30.0|<0.1||28||44| |Wed|12|0.00||0.002||54|52||7.8||7.5|35.0|<0.1||||| |Thu|13|0.00||0.001||55|51||7.6||7.8|22.0|<0.1||||| |Fri|14|0.00||0.003||53|52||7.8||7.9|28.0|<0.1||||| |Sat|15|0.00||0.005||56|52||7.9||7.4|32.0|<0.1||||| |Sun|16|0.00||0.005||58|56||7.8||7.7|32.0|<0.1||||| |Mon|17|0.85||0.001||49|48||7.8||7.6|28.0|<0.1||||| |Tue|18|0.05||0.009||47|51||7.8||8.0|35.0|<0.1||||| |Wed|19|0.00||0.010||50|52||7.9||7.8|31.0|<0.1||||| |Thu|20|0.00||0.043||52|49||7.9||7.6|34.0|<0.1||||| |Fri|21|0.81||0.001||57|50||7.9||7.8|30.0|<0.1||||| |Sat|22|0.00||0.004||57|53||7.2||8.3|42.0|<0.1||||| |Sun|23|0.00||0.005||56|52||7.1||8.1|50.0|<0.1||||| |Mon|24|T||0.005||56|51||7.4||7.7|30.0|<0.1||||| |Tue|25|0.13||0.003||55|53||7.3||7.8|38.0|<0.1||||| |Wed|26|0.00||0.009||57|55||7.3||8.0|24.0|<0.1||||| |Thu|27|0.09||0.008||55|54||8.0||8.2|25.0|<0.1||||| |Fri|28|0.00||0.000||56|53||8.0||8.3|45.0|<0.1||||| |Sat|29|0.01||0.003||58|55||7.9||7.9|40.0|<0.1||||| |Sun|30|0.06||0.002||57|55||7.9||7.9|51.0|<0.1||||| |Mon|31|0.17||0.002||56|56||8.1||8.1|35.0|<0.1||||| | Total | - | Total | - | Monthly | - | Average | - | Average | - | - | - | Monthly | Monthly | #### | - | #### | | Precip. | - | Precip. | - | Average | - | Influent | - | Minimum | - | - | - | Maximum | Maximum | 30 day flow-weighted avg | - | 30 day flow-weighted avg | | Monthly | - | 3.26 | - | 0.007 | - | Average | - | Maximu | - | - | - | 110.0 | <0.1 | (1) Inf.(mg/l) Eff.(mg/l) | - | (1) Inf.(mg/l) Eff.(mg/l) | | Average | - | - | - | - | - | Effluent | - | m | - | - | - | - | - | Rem.% | - | Rem.% | | Average | - | - | - | - | - | 54 | - | Minimum Maximum | - | - | - | - | - | 28 | - | 44 | | Influent | - | - | - | - | - | 52 | - | 7.1 | - | - | - | - | - | - | - | - | | Average | - | - | - | - | - | - | - | 8.1 | - | - | - | - | - | - | - | - | | Effluent | - | - | - | - | - | - | - | 7.4 | - | - | - | - | - | - | - | - | | Minimum | - | - | - | - | - | - | - | 8.3 | - | - | - | - | - | - | - | - | | Maximu | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | m | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Minimum Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 3.26 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 0.007 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 54 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 52 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 7.1 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 8.1 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 7.4 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 8.3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||||||||30 DayQuanity||lbs/day 1.57||lbs/day 2.47|| 2 |2|2|2|2|2|2||||| |---|---|---|---|---|---|---|---|---|---| |FACILITY MAILING ADDRESS (Street, City, State, Zip code) 14 Old Route 199 Red Hook,NY 12571||||||TELEPHONE NUMBER 845-244-0129||CHIEF OPERATOR'S NAME C3ND ENVIRONMENTAL|CERTIFICATION GRADE 2A| |||TOTAL PHOSPHORUS(mg/l)||Ultra Violet||FECAL COLIFORM| Enter any other comments, observations, operating problems, equipment failure, etc REMARKS||| |Day|Date|Influent Type|Effluent Type|#1 #2 MW/CM2||Effluent MF or MPN/100ml|||| |Sat|01|||25%|0%||Red Hook Commons UV'S not currentlyworking& in need of replacement of Bulb's.||| |Sun|02|||25%|0%||There has been customer complaints referencing odor from wastewater treatment plant, intial investigation found that some odors are coming from odoris wastewater discharge, while other investigations have found that the odor seems to be coming from the facilities EQ tank vent. The village is aware & are workingon a remdiation for the odors from the EQ vent line.||| |Mon|03|||25%|0%||||| |Tue|04|||25%|0%||||| |Wed|05|||25%|0%||||| |Thu|06|||25%|0%||||| |Fri|07|||25%|0%||||| |Sat|08|||25%|0%||||| |Sun|09|||25%|0%||||| |Mon|10|||25%|0%||||| |Tue|11|||25%|0%|2|||| |Wed|12|||25%|0%||||| |Thu|13|||25%|0%||||| |Fri|14|||25%|0%||||| |Sat|15|||25%|0%||||| |Sun|16|||25%|0%||||| |Mon|17|||25%|0%||||| |Tue|18|||25%|0%||||| |Wed|19|||25%|0%||||| |Thu|20|||25%|0%||||| |Fri|21|||25%|0%||||| |Sat|22|||25%|0%||||| |Sun|23|||25%|0%||||| |Mon|24|||25%|0%||||| |Tue|25|||25%|0%||||| |Wed|26|||25%|0%||||| |Thu|27|||25%|0%||||| |Fri|28|||25%|0%||||| |Sat|29|||25%|0%||||| |Sun|30|||25%|0%||||| |Mon|31|||25%|0%||||| |||30 day flow-weighted avg.(1) Influent(mg/l Effluent(mg/||l Minimum(1)Maximum 0 0 Monthly||30 day Geometric Mean ( 2|||| |||lbs/day|||||||| - (1) Refer to current edition of "Notice to SPDES Permitees Regarding Use of the National Pollutant Discharge Elimination System (NPDES) Discharge Monitoring Report Form" for procedures to calculate loadings, flow-weighted average, geometric mean, maximum minimum, percent removal, etc. Note: Refer to current SPDES permit for specific monitoring requirements. Sample type for chlorine residual and fecal coliforms is grab. |||||||||||FIXED MEDIA PROCESS CONTROL|FIXED MEDIA PROCESS CONTROL|PROCESS CONTROL ACTIVATION SLUDGE|PROCESS CONTROL ACTIVATION SLUDGE|PROCESS CONTROL ACTIVATION SLUDGE|PROCESS CONTROL ACTIVATION SLUDGE|PROCESS CONTROL ACTIVATION SLUDGE| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||Dissolved Oxygen|| Ammonia as Nitrogen||TKN as Nitrogen||Ulimate Oxygen Demand||Recirculation Rate|Media Effluent Settleable Solids| Mixed Liquor S.S.(MLSS)|Volume(SSV)ml/l Settleable Sludge||Return Act. Sludge (RAS)| Waste Act. Sludge (WAS)| |Day|Date||Effluent||Effluent||Effluent||Effluent|M.G.D|ml/l|mg/l|30Min|60 Min|M.G.D|Gallons| |Sat|01||7.8|||||||||||||| |Sun|02||7.5|||||||||||||| |Mon|03||7.4|||||||||||||| |Tue|04||7.9|||||||||||||| |Wed|05||7.2|||||||||||||| |Thu|06||7.1|||||||||||||| |Fri|07||7.2|||||||||||||| |Sat|08||7.1|||||||||||||| |Sun|09||7.3|||||||||||||| |Mon|10||7.2|||||||||||||| |Tue|11||7.4||12.7||13.8||104.1|||||||| |Wed|12||7.7|||||||||||||| |Thu|13||7.2|||||||||||||| |Fri|14||7.9|||||||||||||| |Sat|15||8.1|||||||||||||| |Sun|16||7.3|||||||||||||| |Mon|17||7.6|||||||||||||| |Tue|18||7.7|||||||||||||| |Wed|19||7.8|||||||||||||| |Thu|20||8.2|||||||||||||| |Fri|21||7.6|||||||||||||| |Sat|22||7.7|||||||||||||| |Sun|23||5.6|||||||||||||| |Mon|24||6.8|||||||||||||| |Tue|25||7.1|||||||||||||| |Wed|26||8.0|||||||||||||| |Thu|27||5.3|||||||||||||| |Fri|28||7.0|||||||||||||| |Sat|29||5.0|||||||||||||| |Sun|30||7.0|||||||||||||| |Mon|31||6.1|||||||||||||| |||||||||||||||||| |||||lbs/day||lbs/day||0.000 lbs/day||||||||| | **Effect on Receiving Stream** | **Effect on Receiving Stream** | **Effect on Receiving Stream** | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | Name and amount of chemicals used in treatment process | | NAME OF RECEIVING STREAM | NAME OF RECEIVING STREAM | NAME OF RECEIVING STREAM | Sludge Removal from Plant: | Sludge Removal from Plant: | Sludge Removal from Plant: | Sludge Removal from Plant: | Sludge Removal from Plant: | Sludge Removal from Plant: | Sludge Removal from Plant: | | DATE | DATE | DATE | during month. | during month. | during month. | during month. | during month. | during month. | during month. | | STATION | STATION | STATION | a. Amount | a. Amount | a. Amount | a. Amount | a. Amount | a. Amount | a. Amount | | PARAMETER RESULT | PARAMETER RESULT | PARAMETER RESULT | gallons | gallons | gallons | gallons | gallons | gallons | gallons | | - | - | - | a. Chlorine | a. Chlorine | a. Chlorine | a. Chlorine | a. Chlorine | a. Chlorine | a. Chlorine | | - | - | - | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | | - | - | - | b. Solid Content | b. Solid Content | b. Solid Content | b. Solid Content | b. Solid Content | b. Solid Content | b. Solid Content | | - | - | - | % | % | % | % | % | % | % | | - | - | - | b. | b. | b. | b. | b. | b. | b. | | - | - | - | gal. | gal. | gal. | gal. | gal. | gal. | gal. | | - | - | - | c. Volatile Solids Content | c. Volatile Solids Content | c. Volatile Solids Content | c. Volatile Solids Content | c. Volatile Solids Content | c. Volatile Solids Content | c. Volatile Solids Content | | - | - | - | % | % | % | % | % | % | % | | - | - | - | c. | c. | c. | c. | c. | c. | c. | | - | - | - | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | | - | - | - | d. Disposal Site | d. Disposal Site | d. Disposal Site | d. Disposal Site | d. Disposal Site | d. Disposal Site | d. Disposal Site | | - | - | - | d. | d. | d. | d. | d. | d. | d. | | - | - | - | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | | - | - | - | e. | e. | e. | e. | e. | e. | e. | | - | - | - | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | | - | - | - | f. | f. | f. | f. | f. | f. | f. | | - | - | - | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | lbs. | | - | - | - | Amount of electrical power consumed | Amount of electrical power consumed | Amount of electrical power consumed | Amount of electrical power consumed | Amount of electrical power consumed | Amount of electrical power consumed | Amount of electrical power consumed | | - | - | - | Other Solid Waters: | Other Solid Waters: | Other Solid Waters: | Other Solid Waters: | Other Solid Waters: | Other Solid Waters: | Other Solid Waters: | | - | - | - | a. Commercial | a. Commercial | a. Commercial | a. Commercial | a. Commercial | a. Commercial | a. Commercial | | - | - | - | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | | - | - | - | a. Screening | a. Screening | a. Screening | a. Screening | a. Screening | a. Screening | a. Screening | | - | - | - | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | | - | - | - | b. Stand-by | b. Stand-by | b. Stand-by | b. Stand-by | b. Stand-by | b. Stand-by | b. Stand-by | | - | - | - | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | kilowatt hours | | - | - | - | b. Grit | b. Grit | b. Grit | b. Grit | b. Grit | b. Grit | b. Grit | | - | - | - | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | | - | - | - | c. Ashes | c. Ashes | c. Ashes | c. Ashes | c. Ashes | c. Ashes | c. Ashes | | - | - | - | tons | tons | tons | tons | tons | tons | tons | | - | - | - | Amount of fuel consumed | Amount of fuel consumed | Amount of fuel consumed | Amount of fuel consumed | Amount of fuel consumed | Amount of fuel consumed | Amount of fuel consumed | | - | - | - | d. | d. | d. | d. | d. | d. | d. | | - | - | - | a. Natural Gas | a. Natural Gas | a. Natural Gas | a. Natural Gas | a. Natural Gas | a. Natural Gas | a. Natural Gas | | - | - | - | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | | - | - | - | e. | e. | e. | e. | e. | e. | e. | | - | - | - | b. Oil | b. Oil | b. Oil | b. Oil | b. Oil | b. Oil | b. Oil | | - | - | - | gallons | gallons | gallons | gallons | gallons | gallons | gallons | | - | - | - | f. | f. | f. | f. | f. | f. | f. | | - | - | - | c. Gasoline | c. Gasoline | c. Gasoline | c. Gasoline | c. Gasoline | c. Gasoline | c. Gasoline | | - | - | - | gallons | gallons | gallons | gallons | gallons | gallons | gallons | | - | - | - | g. Disposal Site Private hauler | g. Disposal Site Private hauler | g. Disposal Site Private hauler | g. Disposal Site Private hauler | g. Disposal Site Private hauler | g. Disposal Site Private hauler | g. Disposal Site Private hauler | | - | - | - | d. Coal | d. Coal | d. Coal | d. Coal | d. Coal | d. Coal | d. Coal | | - | - | - | tons | tons | tons | tons | tons | tons | tons | | - | - | - | e. Digester Gas | e. Digester Gas | e. Digester Gas | e. Digester Gas | e. Digester Gas | e. Digester Gas | e. Digester Gas | | - | - | - | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | | - | - | - | f. Propane | f. Propane | f. Propane | f. Propane | f. Propane | f. Propane | f. Propane | | - | - | - | gallons | gallons | gallons | gallons | gallons | gallons | gallons | | - | - | - | Digester Gas Wasted | Digester Gas Wasted | Digester Gas Wasted | Digester Gas Wasted | Digester Gas Wasted | Digester Gas Wasted | Digester Gas Wasted | | - | - | - | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | cubic feet | | - | - | - | Labor expended: | Labor expended: | Labor expended: | Labor expended: | Labor expended: | Labor expended: | Labor expended: | | - | - | - | Superior Sanitation | Superior Sanitation | Superior Sanitation | Superior Sanitation | Superior Sanitation | Superior Sanitation | Superior Sanitation | | - | - | - | soda Ash | soda Ash | soda Ash | soda Ash | soda Ash | soda Ash | soda Ash | | - | - | - | Sodium Hypochlorite | Sodium Hypochlorite | Sodium Hypochlorite | Sodium Hypochlorite | Sodium Hypochlorite | Sodium Hypochlorite | Sodium Hypochlorite | |NAME OF RECEIVING STREAM|||||||||| |DATE STATION|PARAMETER|RESULT|||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||Other Solid Waters: Screening Grit Ashes|||cubic feet cubic feet tons|| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||Disposal Site Private hauler||||| ||||||||||| ||||||||||| |||||||||cubic feet|| ||||||||||| ||||POSITION NAME|NUMBER FULL TIME|||NUMBER PART TIME|| TOTAL HOURS| ||||Supervisor||||||| ||||Chief Operator||||||| ||||Operator||||||| ||||Mechanic||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||I hereby affirm under penality of perjury that information proided 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. Signature of Chief Operator or Designated Facility Representative||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| ||||||||||| |||||||||||

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
Document A is a technical report on wastewater sampling; Document B is an EPA compliance filing that references and incorporates data from that sampling work, but they are separate artifacts serving different regulatory slots.
2025-11-13Plant 2 Operation Report (Page 1 of 4)
— pinned to version dated 2025-11-13
Document A is a technical lab report on wastewater sampling; Document B is an EPA compliance filing that likely references or incorporates data from A, but they are separate artifacts serving different regulatory slots.
2026-02-05EPA DMR Copy of Record with Edit Check Errors
— pinned to version dated 2026-02-05
Document A is a technical report on wastewater sampling; Document B is an EPA compliance filing that likely references or incorporates data from A as a separate regulatory artifact.
2026-03-09AG Environmental Lab Report #81335 — January 2026

Referenced by

These other documents cite or incorporate this one:

2025-07-01York Lab Technical Report — Wastewater Testing (July 16, 2025)
— pins a specific version of this chain
Two separate technical reports from York Lab on different sampling dates (July 16 vs July 23, 2025) are distinct artifacts, not revisions of the same singular document.
2025-07-01York Lab Technical Report — Wastewater Testing (July 23, 2025)
— pins a specific version of this chain
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.
2025-07-14Mayor's Report — June 2025
— pins a specific version of this chain
Two separate technical reports from York Lab on different sampling dates (May 28 vs July 23, 2025) for the same client project; each is an independent analytical work product, not a revision of the other.
2025-09-08York Lab Technical Report — Wastewater 2025 (N5G0440) — July 16, 2025
— pins a specific version of this chain
Both are separate technical reports from York Lab on different sampling dates (07/16/2025 vs 07/23/2025) for the same client project; they are distinct analytical work products, not revisions of the same singular report.
2025-09-08York Lab Technical Report — Wastewater 2025 (N5G0643) — July 23, 2025
— pins a specific version of this chain
Both documents are technical reports from York Lab on the same wastewater sampling event (07/23/2025) for the Village of Red Hook project (N5G0643), with Document B appearing to be a revised or finalized version of the same analytical work.

Recurring pattern

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