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Page 1 of 4 WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2025 SPDES PERMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION Village of Red Hook WWTP - New Plant, Outfall 1A Village of Red Hook US Route 9 (near O'Callaghan Ln)/Village of Red Hook Flow Totalizer VOLUME OF SEWAGE TREATED [Permit: Monthly Ave. <0.05 MGD] SETTLEABLE SOLIDS [Permit: 0.1 mL/L] D.O. [Permit: 7.0 mg/L] MIXED LIQUOR [Target: 3000] WASTE ACT. Daily Precip. Dly Average Influent In-Plant Effluent Influent In-Plant Effluent Effluent Effluent S.S. (MLSS) Sludge(WAS) DAY DATE in/day Gal GPD (oF)(2) (oF)(2) (oF)(2) S.U. S.U. S.U. mL/L mg/L mg/L 5 Min 30 min 60 min min/day Tue 1 0.909 34167727 28718 53 61 6.71 7.21 <0.1 8.32 860 780 Wed 2 0.015 34196445 25450 51 69 6.84 7.38 <0.1 8.01 860 790 Thu 3 0.211 34221895 35717 50 57 6.88 7.32 <0.1 8.91 860 780 4000 Fri 4 0.000 34257612 31778 54 59 6.77 7.41 <0.1 8.82 860 780 Sat 5 0.000 34289390 18828 52 60 6.81 7.37 <0.1 8.80 860 770 Sun 6 0.000 34308218 40299 50 62 6.79 7.28 <0.1 8.51 850 770 Mon 7 0.000 34348517 27087 52 60 6.82 7.34 <0.1 8.71 840 770 Tue 8 0.122 34375604 33296 51 60 6.74 7.29 <0.1 8.61 840 770 Wed 9 0.700 34408900 27429 53 62 6.81 7.38 <0.1 8.72 840 750 Thu 10 0.145 34436329 33277 53 62 6.90 7.42 <0.1 8.37 890 830 Fri 11 0.137 34469606 43645 51 60 6.85 7.34 <0.1 8.79 880 830 Sat 12 0.000 34513251 37788 52 60 6.81 7.39 <0.1 8.02 880 810 Sun 13 0.000 34551039 25972 52 61 6.97 7.51 <0.1 8.10 870 800 Mon 14 1.175 34577011 40083 51 60 6.90 7.38 <0.1 8.71 2710 860 800 Tue 15 0.000 34617094 31177 54 63 6.82 7.32 <0.1 8.73 860 800 Wed 16 0.000 34648271 28018 55 62 6.81 7.39 <0.1 8.61 860 800 Thu 17 0.000 34676289 33877 60 62 6.76 7.31 <0.1 8.72 860 810 Fri 18 0.000 34710166 41132 72 62 6.74 7.26 <0.1 8.7 2820 940 790 Sat 19 0.000 34751298 31314 71 62 6.78 7.31 <0.1 8.9 930 780 Sun 20 0.000 34782612 21036 72 63 6.72 7.29 <0.1 8.6 930 780 Mon 21 0.000 34803648 39076 73 65 6.80 7.34 <0.1 8.1 2780 920 780 Tue 22 0.000 34842724 34834 72 65 6.79 7.24 <0.1 8.0 4820 930 790 Wed 23 0.000 34877558 28326 71 62 6.77 7.07 <0.1 8.9 4720 920 780 2000 Thu 24 0.000 34905884 27165 71 64 6.72 7.18 <0.1 8.7 5080 920 780 Fri 25 0.027 34933049 45170 71 62 6.77 7.24 <0.1 8.3 920 780 Sat 26 0.000 34978219 33976 71 64 6.70 7.19 <0.1 8.9 960 780 4000 Sun 27 0.215 35012195 37587 72 65 6.81 7.29 <0.1 8.3 960 780 Mon 28 0.000 35049782 37367 71 63 6.72 7.12 <0.1 8.0 960 780 Tue 29 0.000 35087149 29468 72 66 6.85 7.11 <0.1 8.4 4240 960 780 Wed 30 0.000 35116617 35017 71 64 6.82 7.19 <0.1 8.2 4400 940 780 Thu 31 2.628 35151634 49345 71 64 6.79 7.28 <0.1 8.0 4460 920 740 SETTLEABLE SLUDGE Volume (SSV)(mL/L) NY-0271420 92-15-7 (11/95)-- 27c New York State Department of Environmental Conservation Division of Water Activated Sludge Process Control TEMPERATURE [Permit: Max Eff. = 70oF] pH [Permit: 6.5-8.5 S.U.]

MIXED LIQUOR [Target: 3000] WASTE ACT. S.S. (MLSS) Sludge(WAS) mg/L 5 Min 30 min 60 min min/day 860 780 860 790 860 780 4000 860 780 860 770 850 770 840 770 840 770 840 750 890 830 880 830 880 810 870 800 2710 860 800 860 800 860 800 860 810 2820 940 790 930 780 930 780 2780 920 780 4820 930 790 4720 920 780 2000 5080 920 780 920 780 960 780 4000 960 780 960 780 4240 960 780 4400 940 780 4460 920 740 SETTLEABLE SLUDGE Volume (SSV)(mL/L) Activated Sludge Process Control

| - | - | Flow Totalizer | VOLUME OF | TEMPERATURE | pH | SETTLEABLE | - | - | | - | - | - | SEWAGE | [Permit: Max Eff. = 70oF] | [Permit: 6.5-8.5 S.U.] | SOLIDS | D.O. | - | | - | - | - | TREATED | - | - | [Permit: 0.1 | [Permit: 7.0 | - | | - | - | - | [Permit: Monthly | - | - | mL/L] | mg/L] | - | | - | - | - | Ave. <0.05 MGD] | - | - | Effluent | Effluent | - | | - | - | - | - | - | - | mL/L | mg/L | - | | - | - | - | - | - | - | <0.1 | 8.32 | - | | - | - | - | - | - | - | <0.1 | 8.01 | - | | - | - | - | - | - | - | <0.1 | 8.91 | - | | - | - | - | - | - | - | <0.1 | 8.82 | - | | - | - | - | - | - | - | <0.1 | 8.80 | - | | - | - | - | - | - | - | <0.1 | 8.51 | - | | - | - | - | - | - | - | <0.1 | 8.71 | - | | - | - | - | - | - | - | <0.1 | 8.61 | - | | - | - | - | - | - | - | <0.1 | 8.72 | - | | - | - | - | - | - | - | <0.1 | 8.37 | - | | - | - | - | - | - | - | <0.1 | 8.79 | - | | - | - | - | - | - | - | <0.1 | 8.02 | - | | - | - | - | - | - | - | <0.1 | 8.10 | - | | - | - | - | - | - | - | <0.1 | 8.71 | - | | - | - | - | - | - | - | <0.1 | 8.73 | - | | - | - | - | - | - | - | <0.1 | 8.61 | - | | - | - | - | - | - | - | <0.1 | 8.72 | - | | - | - | - | - | - | - | <0.1 | 8.7 | - | | - | - | - | - | - | - | <0.1 | 8.9 | - | | - | - | - | - | - | - | <0.1 | 8.6 | - | | - | - | - | - | - | - | <0.1 | 8.1 | - | | - | - | - | - | - | - | <0.1 | 8.0 | - | | - | - | - | - | - | - | <0.1 | 8.9 | - | | - | - | - | - | - | - | <0.1 | 8.7 | - | | - | - | - | - | - | - | <0.1 | 8.3 | - | | - | - | - | - | - | - | <0.1 | 8.9 | - | | - | - | - | - | - | - | <0.1 | 8.3 | - | | - | - | - | - | - | - | <0.1 | 8.0 | - | | - | - | - | - | - | - | <0.1 | 8.4 | - | | - | - | - | - | - | - | <0.1 | 8.2 | - | | - | - | - | - | - | - | <0.1 | 8.0 | - | | - | Daily Precip. | Gal | Dly Average | Influent | Influent | - | - | - | | - | in/day | 34167727 | GPD | In-Plant | In-Plant | - | - | - | | - | 0.909 | 34196445 | 28718 | Effluent | Effluent | - | - | - | | - | 0.015 | 34221895 | 25450 | (oF)(2) | S.U. | - | - | - | | - | 0.211 | 34257612 | 35717 | (oF)(2) | S.U. | - | - | - | | - | 0.000 | 34289390 | 31778 | (oF)(2) | S.U. | - | - | - | | - | 0.000 | 34308218 | 18828 | 53 | 6.71 | - | - | - | | - | 0.000 | 34348517 | 40299 | 61 | 7.21 | - | - | - | | - | 0.000 | 34375604 | 27087 | 51 | 6.84 | - | - | - | | - | 0.122 | 34408900 | 33296 | 69 | 7.38 | - | - | - | | - | 0.700 | 34436329 | 27429 | 50 | 6.88 | - | - | - | | - | 0.145 | 34469606 | 33277 | 57 | 7.32 | - | - | - | | - | 0.137 | 34513251 | 43645 | 54 | 6.77 | - | - | - | | - | 0.000 | 34551039 | 37788 | 59 | 7.41 | - | - | - | | - | 0.000 | 34577011 | 25972 | 52 | 6.81 | - | - | - | | - | 1.175 | 34617094 | 40083 | 60 | 7.37 | - | - | - | | - | 0.000 | 34648271 | 31177 | 50 | 6.79 | - | - | - | | - | 0.000 | 34676289 | 28018 | 62 | 7.28 | - | - | - | | - | 0.000 | 34710166 | 33877 | 52 | 6.82 | - | - | - | | - | 0.000 | 34751298 | 41132 | 60 | 7.34 | - | - | - | | - | 0.000 | 34782612 | 31314 | 51 | 6.74 | - | - | - | | - | 0.000 | 34803648 | 21036 | 60 | 7.29 | - | - | - | | - | 0.000 | 34842724 | 39076 | 53 | 6.81 | - | - | - | | - | 0.000 | 34877558 | 34834 | 62 | 7.38 | - | - | - | | - | 0.000 | 34905884 | 28326 | 53 | 6.90 | - | - | - | | - | 0.000 | 34933049 | 27165 | 62 | 7.42 | - | - | - | | - | 0.027 | 34978219 | 45170 | 51 | 6.85 | - | - | - | | - | 0.000 | 35012195 | 33976 | 60 | 7.34 | - | - | - | | - | 0.215 | 35049782 | 37587 | 52 | 6.81 | - | - | - | | - | 0.000 | 35087149 | 37367 | 60 | 7.39 | - | - | - | | - | 0.000 | 35116617 | 29468 | 52 | 6.97 | - | - | - | | - | 0.000 | 35151634 | 35017 | 61 | 7.51 | - | - | - | | - | 2.628 | - | 49345 | 51 | 6.90 | - | - | - | | - | - | - | - | 60 | 7.38 | - | - | - | | - | - | - | - | 54 | 6.82 | - | - | - | | - | - | - | - | 63 | 7.32 | - | - | - | | - | - | - | - | 55 | 6.81 | - | - | - | | - | - | - | - | 62 | 7.39 | - | - | - | | - | - | - | - | 60 | 6.76 | - | - | - | | - | - | - | - | 62 | 7.31 | - | - | - | | - | - | - | - | 72 | 6.74 | - | - | - | | - | - | - | - | 62 | 7.26 | - | - | - | | - | - | - | - | 71 | 6.78 | - | - | - | | - | - | - | - | 62 | 7.31 | - | - | - | | - | - | - | - | 72 | 6.72 | - | - | - | | - | - | - | - | 63 | 7.29 | - | - | - | | - | - | - | - | 73 | 6.80 | - | - | - | | - | - | - | - | 65 | 7.34 | - | - | - | | - | - | - | - | 72 | 6.79 | - | - | - | | - | - | - | - | 65 | 7.24 | - | - | - | | - | - | - | - | 71 | 6.77 | - | - | - | | - | - | - | - | 62 | 7.07 | - | - | - | | - | - | - | - | 71 | 6.72 | - | - | - | | - | - | - | - | 64 | 7.18 | - | - | - | | - | - | - | - | 71 | 6.77 | - | - | - | | - | - | - | - | 62 | 7.24 | - | - | - | | - | - | - | - | 71 | 6.70 | - | - | - | | - | - | - | - | 64 | 7.19 | - | - | - | | - | - | - | - | 72 | 6.81 | - | - | - | | - | - | - | - | 65 | 7.29 | - | - | - | | - | - | - | - | 71 | 6.72 | - | - | - | | - | - | - | - | 63 | 7.12 | - | - | - | | - | - | - | - | 72 | 6.85 | - | - | - | | - | - | - | - | 66 | 7.11 | - | - | - | | - | - | - | - | 71 | 6.82 | - | - | - | | - | - | - | - | 64 | 7.19 | - | - | - | | - | - | - | - | 71 | 6.79 | - | - | - | | - | - | - | - | 64 | 7.28 | - | - | - |

FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER U.O.D. (11/1-5/31) [Permit: 34.0 mg/L] TKN, Total Influent Effluent Effluent Influent Effluent DAY DATE mg/L mg/L mg/L mg/L mg/L Tue 1 Wed 2 Thu 3 Fri 4 Sat 5 Sun 6 Mon 7 Tue 8 Wed 9 Thu 10 Fri 11 Sat 12 Sun 13 Mon 14 Tue 15 Wed 16 150 <4.0 17.9 62.7 2.64 Thu 17 Fri 18 Sat 19 Sun 20 Mon 21 Tue 22 Wed 23 230 <4.0 13.5 61.4 1.66 Thu 24 Fri 25 Sat 26 Sun 27 Mon 28 Tue 29 Wed 30 Thu 31 Monthly 2.70 inf.(mg/l) eff.(mg/l) Maximum 190 4.0 17.9 inf.(mg/l) %Rem.-> 98 62.05 %Rem.-> 1.1 lbs/day 0.6 lbs/day CBOD(5-Day)(11/1-5/31) BOD (5-Day)(6/1-10/31) [Permit: 5.0 mg/L] 1.40 7467 South Broadway; Red Hook, NY 12571 SUSPENDED SOLIDS [Permit: 10.0 mL/L] Effluent 30 Day Average Quantity Loading(1) mg/L eff.(mg/l) 2.05 30 day flow-weighted avg(1) 97 Monthly Maximum 30 day flow-weighted avg(1) 845-758-1081 2.70

Page 2 of 4 CHIEF OPERATOR'S NAME CERTIFICATION GRADE Robert Flores 4A TOTAL AMMONIA as N [Permit: 6/1- 10/31, 0.98 mg/L 11/1-5/31, 1.81 mg/L FECAL COLIFORM [Permit: 200 No./100 mL] Effluent Effluent mg/L MF or No./100mL 0.128 <1.0 0.463 <10 Maximum 0.463 Average 5.5 0.30 lbs/day 0.08 30 day geometric mean(1)

||Maximum 0.463|| ||Average 0.30 lbs/day 0.08|| |(1) Refer to January 1994 edition of_DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES)_for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab|||

(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab

EQ LEVEL Day Date ft Tue 1 Wed 2 Thu 3 Fri 4 Sat 5 Sun 6 Mon 7 Tue 8 Wed 9 Thu 10 Fri 11 Sat 12 Sun 13 Mon 14 Tue 15 Wed 16 Thu 17 Fri 18 Sat 19 Sun 20 Mon 21 Tue 22 Wed 23 Thu 24 Fri 25 Sat 26 Sun 27 Mon 28 Tue 29 Wed 30 Thu 31 (1) Refer to January 1994 edition of_D_ minimum, percent removal, etc

Page 3 of 4 CHLORINE RESIDUAL [Permit: 0.03 mg/L] Effluent REMARKS mg/L % W/M2 % W/M2 Enter any other comments, observations, operating problems, equipment failures, etc. 83.0 26.5 75.8 19.8 82.6 26.4 76.8 20.0 87.6 28.1 80.0 20.8 84.6 27.1 74.7 19.4 84.9 27.8 74.3 19.3 83.1 26.6 73.9 19.3 Minimum Maximum 0.00 73.9 87.6 _MR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES)_for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, Monthly Maximum Calibrated MLSS meter = large increase in MLSS DEC Insoection at 10AM Pumped out sludge holding tank ~6,000 gal EQ pump tripped caused high level in EQ tank Monthly Replaced sand in both sides. #1 #2 ULTRAVIOLET (%)

EQ LEVEL

CHLORINE RESIDUAL [Permit: 0.03 mg/L] Effluent mg/L 0.00 Monthly Maximum

% W/M2 % W/M2 83.0 26.5 75.8 19.8 82.6 26.4 76.8 20.0 87.6 28.1 80.0 20.8 84.6 27.1 74.7 19.4 84.9 27.8 74.3 19.3 83.1 26.6 73.9 19.3 Minimum Maximum 73.9 87.6 Monthly #1 #2 ULTRAVIOLET (%)

||ft|||

Name of Receiving Stream Odor Log Day Date Tue 1 Wed 2 Thu 3 Fri 4 Sat 5 Sun 6 Mon 7 Tue 8 Wed 9 Thu 10 Fri 11 Sat 12 Sun 13 Mon 14 Tue 15 Wed 16 Thu 17 Fri 18 Sat 19 Sun 20 Mon 21 Tue 22 Wed 23 Thu 24 Fri 25 Sat 26 Sun 27 Mon 28 Tue 29 Wed 30 Thu 31 Subtrib of Saw Kill

Page 4 of 4 Name and amount of chemicals used in treatment process Sludge removal from plant: during month: a. amount 6000 gals a. Sodium Hypochloride lbs. b. b. Sodium Sulfate lbs. c. c. lbs. d. Disposal Hauler: Superior Sanitation d. lbs. e. lbs. f. lbs. Amount of electrical power consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Screenings cubic feet b. Stand-by kilowatt hours b. c. Amount of fuel consumed d. a. Natural Gas cubic feet e. b. Oil gallons f. c. Gasoline gallons g. Disposal Site: UCRRA d. Coal tons e. Digester Gas cubic feet f. Propane gallons Labor expended: POSITION NAME NUMBER FULL TIME NUMBER PART-TIME TOTAL HOURS Wastewater Operator Laborer I hereby affirm under penalty of perjury that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Robert Flores 8/19/2025 Signature of Chief Operator or Designated Facility Representativ Date

92-15-7	(11/95)-- 27c	(11/95)-- 27c				New York	State Department of Environmental	State Department of Environmental	State Department of Environmental	Conservation	Conservation				Page 1 of 4
								Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE						MONTH OF		July 2025
SPDES	PERMIT NO.		FACILITY NAME					FACILITY OWNER			FACILITY LOCATION
NY-0271420			Village of Red Hook WWTP - Old (RHC) Plant, Outfall 1B					Village of Red Hook			US Route 9 (near O'Callaghan Ln)/Village of Red Hook
															Activated Sludge
															Process Control
			Flow Totalizer	VOLUME OF
SEWAGE
TREATED
[Permit: Monthly
Ave. <0.05 MGD]	TEMPERATURE
[Permit: Max Eff. = 70oF]				[Permit:	pH
6.5-8.5 S.U.]		SETTLEABLE
SOLIDS
[Permit: 0.1
mL/L]
D.O.
[Permit: 7.0
mg/L]	MIXED
LIQUOR
[Target:
3000]		SETTLEABLE SLUDGE		WASTE ACT.
		Daily Precip.		Dly Average	Influent	In-Plant
Effluent	Influent	In-Plant		Effluent	Effluent	Effluent	S.S. (MLSS)		Volume (SSV)(mL/L)	Sludge(WAS)
DAY	DATE	in/day	Gal	GPD	(oF)(2)	(oF)(2)	(oF)(2)	S.U.	S.U.	S.U.	mL/L	mg/L	mg/L	5 Min	30 min	60 min	min/day
Tue	1	0.909	56192891	7959	52		58	7.34		7.91	<0.1	8.57		300	210		0
Wed	2	0.015	56200850	9055	53		60	7.31		7.82	<0.1	8.72		300	200		0
Thu	3	0.211	56209905	9249	54		59	7.28		7.86	<0.1	8.31		310	210		0
Fri	4	0.000	56219154	8764	51		58	7.42		7.89	<0.1	8.49		330	200		0
Sat	5	0.000	56227918	55502	52		60	7.31		7.80	<0.1	8.71		340	220		0
Sun	6	0.000	56283420	26730	54		60	7.29		7.82	<0.1	8.42		350	220		0
Mon	7	0.000	56310150	8431	55		62	7.41		7.83	<0.1	8.59		350	220		0
Tue	8	0.122	56318581	8415	52		60	7.38		7.84	<0.1	8.92		350	220		0
Wed	9	0.700	56326996	7134	53		60	7.40		7.81	<0.1	8.72		370	220		0
Thu	10	0.145	56334130	9691	53		60	7.32		7.84	<0.1	8.49		370	240		0
Fri	11	0.137	56343821	23205	52		62	7.36		7.81	<0.1	8.25		380	240		0
Sat	12	0.000	56367026	9488	51		60	7.34		7.84	<0.1	8.91		380	240		0
Sun	13	0.000	56376514	5184	52		61	7.38		7.85	<0.1	8.41		380	240		0
Mon	14	1.175	56381698	17480	51		62	7.38		7.80	<0.1	8.59	810	380	240		0
Tue	15	0.000	56399178	1949	55		65	7.39		7.89	<0.1	8.72		380	240		0
Wed	16	0.000	56401127	925	56		64	7.32		7.82	<0.1	8.59		380	260		0
Thu	17	0.000	56402052	6660	79		60	7.27		7.74	<0.1	7.50		400	270		0
Fri	18	0.000	56408712	10456	78		61	7.27		7.72	<0.1	7.61	1020	380	250		0
Sat	19	0.000	56419168	8024	79		61	7.29		7.70	<0.1	7.82		370	260		0
Sun	20	0.000	56427192	3647	78		61	7.26		7.71	<0.1	7.89		370	280		0
Mon	21	0.000	56430839	9305	79		64	7.28		7.78	<0.1	7.82	1070	370	280		0
Tue	22	0.000	56440144	7118	79		63	7.21		7.72	<0.1	7.92	2000	350	280		0
Wed	23	0.000	56447262	5449	78		65	7.31		7.81	<0.1	7.8	1640	350	270		0
Thu	24	0.000	56452711	7582	79		65	7.28		7.71	<0.1	7.9		350	270		0
Fri	25	0.027	56460293	7506	79		64	7.38		7.89	<0.1	7.8		360	280		0
Sat	26	0.000	56467799	6845	78		65	7.29		7.91	<0.1	7.2		360	270		0
Sun	27	0.215	56474644	5116	77		62	7.31		7.84	<0.1	7.1		350	280		0
Mon	28	0.000	56479760	4158	78		64	7.32		7.91	<0.1	7.5		350	290		0
Tue	29	0.000	56483918	9475	78		65	7.30		7.87	<0.1	7.9	1570	350	290		0
Wed	30	0.000	56493393	5209	72		66	7.24		7.82	<0.1	7.7	1460	360	290		0
Thu	31	2.628	56498602	8704	71		62	7.31		7.79	<0.1	8.8	1320	360	290		0
		Total		Monthly		Monthly Average			Monthly Effluent		Monthly	Monthly
		Precip.		Average	Influent		Effluent	Minimum		Maximum	Maximum	Minimum
		6.284		10142	65		62	7.70		7.91	<0.1	7.1
				0.01	Daily Max		66
(1) Refer	to January 1994 edition of_DMR Manual for completing the Discharge Monitoring Report for_					_the national Pollutant Discharge Elimination System (NPDES)_for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc
(2) If Temperature		is measured more than once a day, report the average for the day
NOTE: Refer to current SPDES permit for specific monitoring				requirements. Sample type for temperature, PH and settleable solids is grab

FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER U.O.D. (11/1-5/31) [Permit: 34.0 mg/L] TKN, Total Influent Effluent Effluent Influent Effluent DAY DATE mg/L mg/L mg/L mg/L mg/L Tue 1 Wed 2 Thu 3 Fri 4 Sat 5 Sun 6 Mon 7 Tue 8 Wed 9 Thu 10 Fri 11 Sat 12 Sun 13 Mon 14 Tue 15 Wed 16 150 <4.0 14.0 62.7 1.78 Thu 17 Fri 18 Sat 19 Sun 20 Mon 21 Tue 22 Wed 23 230 <4.0 21.0 61.4 3.34 Thu 24 Fri 25 Sat 26 Sun 27 Mon 28 Tue 29 Wed 30 Thu 31 Monthly 6.00 inf.(mg/l) eff.(mg/l) Maximum 190 4.0 21.0 inf.(mg/l) %Rem.-> 98 62.05 %Rem.-> 0.3 lbs/day 1 lbs/day CBOD(5-Day)(11/1-5/31) BOD (5-Day)(6/1-10/31) [Permit: 5.0 mg/L] <1.00 7467 South Broadway; Red Hook, NY 12571 SUSPENDED SOLIDS [Permit: 10.0 mL/L] Effluent 30 Day Average Quantity Loading(1) mg/L eff.(mg/l) 6 30 day flow-weighted avg(1) 845-758-1081 6.00 90 Monthly Maximum 30 day flow-weighted avg(1)

Page 2 of 4 CHIEF OPERATOR'S NAME CERTIFICATION GRADE Robert Flores 4A TOTAL AMMONIA as N [Permit: 6/1- 10/31, 0.98 mg/L 11/1-5/31, 1.81 mg/L FECAL COLIFORM [Permit: 200 No./100 mL] Effluent Effluent mg/L MF or No./100mL 0.339 2 0.200 <10 Maximum 0.339 Average 6 0.270 lbs/day 0.02 30 day geometric mean(1)

||Maximum 0.339|| ||Average 0.270 lbs/day 0.02|| |(1) Refer to January 1994 edition of_DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES)_for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, etc NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab|||

Page 3 of 4 CHLORINE RESIDUAL [Permit: 0.03 mg/L] Effluent REMARKS mg/L % W/M2 % W/M2 Enter any other comments, observations, operating problems, equipment failures, etc. 40.7 29.2 100 39.9 28.0 100 43.6 30.7 100 53.8 37.8 100 37.4 26.2 100 29.1 20.3 100 Minimum Maximum 0.00 29.1 100 _MR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES)_for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, Monthly Maximum Calibrated MLSS Meter = large increase in MLSS DEC Inspection at 10AM #1 #2 ULTRAVIOLET (%) Monthly

EQ LEVEL

CHLORINE RESIDUAL [Permit: 0.03 mg/L] Effluent mg/L 0.00 Monthly Maximum

% W/M2 % W/M2 40.7 29.2 100 39.9 28.0 100 43.6 30.7 100 53.8 37.8 100 37.4 26.2 100 29.1 20.3 100 Minimum Maximum 29.1 100 #1 #2 ULTRAVIOLET (%) Monthly

||ft|||

Page 4 of 4 Name and amount of chemicals used in treatment process Sludge removal from plant: during month: a. amount 0 gals a. Sodium Hypochloride lbs. b. b. Sodium Sulfate lbs. c. c. lbs. d. Disposal Hauler: Superior Sanitation d. lbs. e. lbs. f. lbs. Amount of electrical power consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Screenings cubic feet b. Stand-by kilowatt hours b. c. Amount of fuel consumed d. a. Natural Gas cubic feet e. b. Oil gallons f. c. Gasoline gallons g. Disposal Site: UCRRA d. Coal tons e. Digester Gas cubic feet f. Propane gallons Labor expended: POSITION NAME NUMBER FULL TIME NUMBER PART-TIME TOTAL HOURS Wastewater Operator Laborer I hereby affirm under penalty of perjury that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Robert Flores 8/19/2025 Signature of Chief Operator or Designated Facility Representativ Date

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

New York Cert. No. 11706

56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348

ClientServices@yorklab.com

www.YORKLAB.com

LY Page 1 of 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 ID	Client Sample ID	-	Date Collected	Date Received
-	-	N5G0440-01	Matrix	-	07/16/2025	07/16/2025
-	-	N5G0440-02	A1 E	-	07/16/2025	07/16/2025
-	-	N5G0440-03	Waste Water	-	07/16/2025	07/16/2025
-	-	N5G0440-04	A2 E	-	07/16/2025	07/16/2025
-	-	N5G0440-05	Waste Water	-	07/16/2025	07/16/2025
-	-	N5G0440-06	A3 E	-	07/16/2025	07/16/2025
-	-	N5G0440-07	Waste Water	-	07/16/2025	07/16/2025
-	-	N5G0440-08	A4 E	-	07/16/2025	07/16/2025
-	-	N5G0440-09	Waste Water	-	07/16/2025	07/16/2025
-	-	N5G0440-10	A5 I	-	07/16/2025	07/16/2025
-	-	N5G0440-11	Waste Water	-	07/16/2025	07/16/2025
-	-	-	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

		YORK
		Sample Information		[TOC_2]A1 E[TOC]
[TOC 1]Sample Results[TOC]
Client Sample ID:	A1 E			York Sample ID:	N5G0440-01
York Project (SDG) No.	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:

Analysis Conducted by:	Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix 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	07/17/2025 17:15	07/17/2025 17:15	PHO
							Certifications:
				Sample Information					[TOC_2]A2 E[TOC]
Client Sample ID:	A2 E							York Sample ID:		N5G0440-02
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0440			Wastewater 2025	Wastewater 2025			Waste Water	July 16, 2025 1:00 pm	July 16, 2025 1:00 pm	07/16/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[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		1.40	mg/L	Z-01	1.00	-	SM 2540D-2015	07/18/2025 06:06	07/18/2025 12:11	SMM
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

				Sample Information	Sample Information	Sample Information			[TOC_2]A3 E[TOC]	[TOC_2]A3 E[TOC]
Client Sample ID:	A3 E							York Sample ID:	York Sample ID:	N5G0440-03
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0440			Wastewater 2025				Waste Water	July 16, 2025 1:00 pm	July 16, 2025 1:00 pm	07/16/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]					Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N		0.128	mg/L		0.05	-	SM 4500-NH3 D	07/17/2025 12:19	07/17/2025 12:19	TCD
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
Total Kjeldahl Nitrogen		2.64	mg/L		0.40	-	SM 4500-N Org D	07/17/2025 08:13	07/18/2025 12:18	SMM
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

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

Newtown, CT 06470 FAX (203) 270-3348

ClientServices@yorklab.com a Page 3 of 9

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		YORK
		Sample Information		[TOC_2]A4 E[TOC]
Client Sample ID:	A4 E			York Sample ID:	N5G0440-04
York Project (SDG) No.	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:

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

		Sample Information		[TOC_2]A5 I[TOC]	[TOC_2]A5 I[TOC]
Client Sample ID:	A5 I			York Sample ID:	N5G0440-05
York Project (SDG) No.	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:

Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix 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	150	mg/L		38.00	-	SM5210B-16	07/17/2025 17:15	07/17/2025 17:15	PHO
						Certifications:

				Sample Information	Sample Information	Sample Information			[TOC_2]A6 I[TOC]	[TOC_2]A6 I[TOC]
Client Sample ID:	A6 I							York Sample ID:	York Sample ID:	N5G0440-06
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time		Date Received
N5G0440			Wastewater 2025				Waste Water	July 16, 2025 1:00 pm	July 16, 2025 1:00 pm	07/16/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[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		62.7	mg/L		6.67	-	SM 2540D-2015	07/18/2025 06:06	07/18/2025 12:11	SMM
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

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

Newtown, CT 06470 FAX (203) 270-3348

ClientServices@yorklab.com a Page 4 of 9

www.YORKLAB.com

		YORK
		Sample Information		[TOC_2]A7 I[TOC]
Client Sample ID:	A7 I			York Sample ID:	N5G0440-07
York Project (SDG) No.	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:

[TOC_3]Wet Chemistry Parameters[TOC]	[TOC_3]Wet Chemistry Parameters[TOC]			Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time		Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N	52.4	mg/L		0.10	-	SM 4500-NH3 D	07/17/2025 12:19	07/17/2025 12:19	07/17/2025 12:19	TCD
						Certifications:		NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
Total Kjeldahl Nitrogen	54.0	mg/L		0.40	-	SM 4500-N Org D	07/17/2025 08:13	07/17/2025 08:13	07/18/2025 12:18	SMM
						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 E			York Sample ID:	N5G0440-08
York Project (SDG) No.	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:

Analysis Conducted by:	Analysis Conducted by:	Phoenix Environmental Labs, Inc.	Phoenix 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	07/17/2025 17:15	07/17/2025 17:15	PHO
							Certifications:
				Sample Information					[TOC_2]B2 E[TOC]
Client Sample ID:	B2 E							York Sample ID:		N5G0440-09
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0440			Wastewater 2025	Wastewater 2025			Waste Water	July 16, 2025 1:00 pm	July 16, 2025 1:00 pm	07/16/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[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		< 1.00	mg/L	Z-01	1.00	-	SM 2540D-2015	07/18/2025 06:06	07/18/2025 12:11	SMM
							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 a Page 5 of 9

www.YORKLAB.com

				YORK	YORK	YORK
				Sample Information					[TOC_2]B3 E[TOC]
Client Sample ID:	B3 E							York Sample ID:	York Sample ID:	N5G0440-10
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0440			Wastewater 2025				Waste Water	July 16, 2025 1:00 pm	July 16, 2025 1:00 pm	07/16/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]					Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N		0.339	mg/L		0.05	-	SM 4500-NH3 D	07/17/2025 12:19	07/17/2025 12:19	TCD
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
Total Kjeldahl Nitrogen		1.78	mg/L		0.40	-	SM 4500-N Org D	07/17/2025 08:13	07/18/2025 12:18	SMM
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

		Sample Information		[TOC_2]B4 E[TOC]	[TOC_2]B4 E[TOC]
Client Sample ID:	B4 E			York Sample ID:	N5G0440-11
York Project (SDG) No.	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:

Analysis Conducted by: Pace Analytical - EnviroTest Analytical Labs

Results

[TOC_3]Microbiological Analyses[TOC]	[TOC_3]Microbiological Analyses[TOC]		Results	Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Fecal Coliform	2	MPN/100		1.00	1.0	Colilert-18	07/16/2025 16:00	07/17/2025 11:19	PAS
		ml				Certifications:

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

Newtown, CT 06470 FAX (203) 270-3348

ClientServices@yorklab.com a Page 6 of 9

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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

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:

Date: July 30, 2025

Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director

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

Newtown, CT 06470 FAX (203) 270-3348

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==> picture [52 x 11] intentionally omitted <==

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

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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

New York Cert. No. 11706

56 Church Hill Road #2 Newtown, CT 06470 (203) 270-9973 FAX (203) 270-3348

ClientServices@yorklab.com

www.YORKLAB.com

LY Page 1 of 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.

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

		YORK
		Sample Information		[TOC_2]A1 E[TOC]
[TOC 1]Sample Results[TOC]
Client Sample ID:	A1 E			York Sample ID:	N5G0643-01
York Project (SDG) No.	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:	Phoenix Environmental Labs, Inc.	Phoenix 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]A2 E[TOC]
Client Sample ID:	A2 E							York Sample ID:		N5G0643-02
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0643			Wastewater 2025	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]		[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		2.70	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

				Sample Information	Sample Information	Sample Information			[TOC_2]A3 E[TOC]	[TOC_2]A3 E[TOC]
Client Sample ID:	A3 E							York Sample ID:	York Sample ID:	N5G0643-03
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time
Date Received
N5G0643			Wastewater 2025				Waste Water	July 23, 2025 11:00 am	July 23, 2025 11:00 am	07/23/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Wet Chemistry Parameters[TOC]					Results
Parameter		Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time	Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N		0.463	mg/L		0.05	-	SM 4500-NH3 D	07/25/2025 10:09	07/25/2025 10:09	TCD
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
Total Kjeldahl Nitrogen		1.66	mg/L		0.40	-	SM 4500-N Org D	07/24/2025 15:08	07/25/2025 12:09	TCD
							Certifications:
NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE

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		YORK
		Sample Information		[TOC_2]A4 E[TOC]
Client Sample ID:	A4 E			York Sample ID:	N5G0643-04
York Project (SDG) No.	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.	Phoenix Environmental Labs, Inc.
[TOC_3]Colilert-18[TOC]				Results
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:

		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.	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.

[TOC_3]SM5210B-16[TOC]				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:

				Sample Information	Sample Information	Sample Information			[TOC_2]A6 I[TOC]	[TOC_2]A6 I[TOC]
Client Sample ID:	A6 I							York Sample ID:	York Sample ID:	N5G0643-06
York Project (SDG) No.			Client Project ID				Matrix	Collection Date/Time		Date Received
N5G0643			Wastewater 2025				Waste Water	July 23, 2025 11:00 am	July 23, 2025 11:00 am	07/23/2025
Field Analyses:							Log-in/Sample Notes:
[TOC_3]Miscellaneous Physical Parameters[TOC]		[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		61.4	mg/L		7.14	-	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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		YORK
		Sample Information		[TOC_2]A7 I[TOC]
Client Sample ID:	A7 I			York Sample ID:	N5G0643-07
York Project (SDG) No.	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]Wet Chemistry Parameters[TOC]	[TOC_3]Wet Chemistry Parameters[TOC]			Results
Parameter	Result	Units	Qualifier	RL	MCL	Reference Method	Prepared
Date/Time		Analyzed
Date/Time	Analyst
Ammonia Nitrogen as N	46.8	mg/L		0.10	-	SM 4500-NH3 D	07/25/2025 10:09	07/25/2025 10:09	07/25/2025 10:09	TCD
						Certifications:		NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE
Total Kjeldahl Nitrogen	52.5	mg/L		0.40	-	SM 4500-N Org D	07/24/2025 15:08	07/24/2025 15:08	07/25/2025 12:09	TCD
						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 E			York Sample ID:	N5G0643-08
York Project (SDG) No.	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:	Phoenix Environmental Labs, Inc.	Phoenix 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	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]		[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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		YORK
		Sample Information		[TOC_2]B3 E[TOC]
Client Sample ID:	B3 E			York Sample ID:	N5G0643-10
York Project (SDG) No.	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:

Results

|Parameter|Result|Units|Qualifier|RL|MCL|Analyst Analyzed Date/Time Prepared Date/Time Reference Method| |---|---|---|---|---|---|---| |Ammonia Nitrogen as N|0.200|mg/L||0.05|-|TCD 07/25/2025 10:09 07/25/2025 10:09 SM 4500-NH3 D| |||||||Certifications: NELAC-NY10854,CTDOH-PH-0723,NJDEP-CT005,PADE| |Total Kjeldahl Nitrogen|3.34|mg/L||0.40|-|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|

		Sample Information		[TOC_2]B4 E[TOC]	[TOC_2]B4 E[TOC]
Client Sample ID:	B4 E			York Sample ID:	N5G0643-11
York Project (SDG) No.	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

[TOC_3]Colilert-18[TOC]			Results	Results
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 <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:

Date: July 31, 2025

Cassie Mosher Chemistry Director Phil Murphy Interim Microbiology Director

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Jennifer Cavanaugh

Jennifer Cavanaugh
From:	netdmr-notification@epa.gov
Sent:	Tuesday, August 19, 2025 2:57 PM
To:	jcavanaugh@redhookvillage.gov; DOW.spdesDMR@dec.ny.gov;
	R3.NetDMR@dec.ny.gov
Subject:	NetDMR COR Submission Received for: NY0271420
Attachments:	NetDMR_COR_9667677_NY0271420_01A_M_20250731.zip; NetDMR_COR_9667678
	_NY0271420_01B_M_20250731.zip

NetDMR has received the following 2 DMR(s) during the signing process.

CORs have been created for the following DMRs. These DMRs will be forwarded for further processing:

-------------------------------------------Permitted Facility Name: VILLAGE OF REDHOOK WWTP Permit ID: NY0271420 Permitted Feature: 01A Discharge: M - INTERNAL OUTFALL Monitoring Period End Date: 07/31/25 Signing Status: SIGNED SUCCESSFULLY Comment: Attachments included in the COR: Yes

N5G0643_1_01_York_Summary-WWTP-FINAL07312025.pdf 2025_July-NYSDEC-Operators-Report-Ave-OUTFALL-A.pdf N5G0440_01_York_Summary-WWTP_FINAL.pdf

-------------------------------------------Permitted Facility Name: VILLAGE OF REDHOOK WWTP Permit ID: NY0271420 Permitted Feature: 01B Discharge: M - INTERNAL OUTFALL Monitoring Period End Date: 07/31/25 Signing Status: SIGNED SUCCESSFULLY Comment: Attachments included in the COR: Yes

N5G0643_1_01_York_Summary-WWTP-FINAL07312025.pdf 2025_July-NYSDEC-Operators-Report-Ave-OUTFALL-B.pdf N5G0440_01_York_Summary-WWTP_FINAL.pdf

Thank you.

This is a submission from the LIVE (Production) site.

References

This document cites or incorporates the following separate documents:

2025-07-01DEC Wastewater Facility Operation Report — July 2025 (New Plant, Outfall 1A)
Document A is a working document on WWTP operations and Document B is a separate attached facility operation report; they share a topic area but are distinct artifacts with different purposes and classifications.
2025-07-01NetDMR COR Submission Notification — August 19, 2025
Document A is a working document on WWTP operations; Document B is a notification memo about a NetDMR COR submission—separate artifacts with different purposes, not a revision of the same instrument.
2025-07-01DEC Wastewater Facility Operation Report — July 2025 (Old/RHC Plant, Outfall 1B)
Same-day pair where A is a working document and B is the finalized attached report on the same facility and time period, representing the draft-to-adopted form of a single operational report.
2025-08-25WWTP Operation Report — Outfall 1B (Old/RHC Plant), July 2025
Document A is a working document from 2020 and Document B is an operational report from July 2025; they are separate artifacts related to the same facility but not revisions of each other.
2025-08-25NetDMR COR Submission Notification — August 19, 2025
Document A is a working document on WWTP operations from 2020; Document B is a 2025 memo notifying of a NetDMR COR submission—separate artifacts addressing different regulatory actions, not a revision of the same instrument.
2025-08-25WWTP Operation Report — Outfall 1A (New Plant), July 2025
Document A is a working document from 2020; Document B is an operational report from July 2025—they are separate artifacts in different slots (planning/working vs. operational reporting), not revisions of the same instrument.

Referenced by

These other documents cite or incorporate this one:

2025-08-11Sewer Department Report — July 2025
Document A is a July 2025 sewer department report to the board; Document B appears to be a June 2025 engineering letter on the same topic but represents a separate prior communication, not a revision of the same document.
2025-09-08NetDMR COR Submission — August 19, 2025
Document A is an EPA NetDMR notification of DMR submission receipt; Document B is a WWTP operations working document—separate artifacts linked by subject matter (the same facility) but occupying different slots (regulatory filing confirmation vs. operational record).

Recurring pattern

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