NYS DEC SPDES Operation Reports — March 2026

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NYS DEC SPDES Operation Reports — March 2026
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92-15-7 (11/95)-- 27c						New York State Department of Environmen					tal Conservation						Page 1 of 4
									Division of Water

WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF: April 2026
SPEDE	S PRMIT	NO.	FACILITY NAME					FACILITY	OWNER				FACILITY L	OCATION
NY-02	71420		Village of		Red Hook				same						Red Hook, NY
			VOLUME OF SEWAGE TR		EATED	TEMPERATURE (°F)			pH (S.U.)			Settleable Solids (mg/l)		C.B.O.D.	5. (mg/l)	Suspended Solids(mg/l)
		DailyPrecip.	Inst.Max.	DlyAverage.	Inst.Min.	Influent	Effluent	Influent	Influent	Effluent	Effluent	Influent	Effluent	Influent	Effluent	Influent	Effluent
DAY	DATE	in/day	MGD	MGD	MGD	(2)	(2)	Minimum	Maximum	Minimum	Maximum	Maximum	Maximum	Type	Type	Type	Type
	1	0.50		0.0255		60.8	63.14	6.60	6.60	7.03	7.03	27	<0.1
	2	0.50		0.0256		55.04	55.4	6.71	6.71	7.11	7.11	8	<0.1	(BOD:264)	(BOD:2.3)	348	2.4
	3	0.00		0.0269		55.04	55.76	6.31	6.31	7.01	7.01	46	<0.1
	4	0.00		0.0243		57.38	59.72	6.61	6.61	7.03	7.03	87	<0.1
	5	0.00		0.0296		57.02	58.1	6.37	6.37	7.06	7.06	25	<0.1
	6	0.00		0.0271		59.36	56.84	6.70	6.70	7.04	7.04	12	<0.1
	7	0.00		0.0282		53.96	55.4	6.75	6.75	7.05	7.05	13	<0.1
	8	0.00		0.0284		52.52	57.02	6.85	6.85	6.95	6.95	42	<0.1
	9	0.00		0.0278		52.16	53.7	6.58	6.58	6.98	6.98	36	<0.1
	10	0.00		0.0299		54.32	54.5	6.72	6.72	7.19	7.19	12	<0.1
	11	0.00		0.0297		56.66	57.92	6.53	6.53	6.99	6.99	2.5	<0.1
	12	0.00		0.0287		53.24	54.14	6.54	6.54	7.08	7.08	7	<0.1
	13	0.00		0.0278		60.26	56.48	6.66	6.66	7.07	7.07	2	<0.1
	14	0.00		0.0277		58.64	57.2	6.59	6.59	7.03	7.03	110	<0.1
	15	0.10		0.0264		63.1	58.1	6.72	6.72	6.76	6.76	30	<0.1
	16	0.10		0.0292		62.4	59	6.42	6.42	6.72	6.72	21	<0.1	288	6.3	75	5.0
	17	0.00		0.0304		63.3	59.7	6.37	6.37	6.88	6.88	35	<0.1
	18	0.00		0.0312		62.24	59.54	6.18	6.18	6.80	6.80	33	<0.1
	19	0.50		0.0309		58.82	59.72	6.26	6.26	6.87	6.87	2	<0.1
	20	0.00		0.0282		55.94	58.46	6.42	6.42	7.05	7.05	5	<0.1
	21	0.00		0.0298		57.2	57.38	6.35	6.35	6.94	6.94	7	<0.1
	22	0.00		0.0244		57	57.9	6.57	6.57	6.98	6.98	22	<0.1
	23	0.00		0.0285		58.5	58.3	6.65	6.65	6.95	6.95	7	<0.1
	24	0.00		0.0290		59.9	61	6.52	6.52	6.94	6.94	0.2	<0.1
	25	0.00		0.0296		58.28	58.8	6.48	6.48	7.01	7.01	5	<0.1
	26	0.20		0.0311		56.66	56.66	6.43	6.43	7.09	7.09	4	<0.1
	27	0.00		0.0298		59.72	60.62	6.85	6.85	7.02	7.02	4	<0.1
	28	0.00		0.0281		61.52	61.88	6.78	6.78	7.16	7.16	20	<0.1
	29	0.00		0.0302		62.2	60.3	6.63	6.63	6.97	6.97	32	<0.1
	30	0.60		0.0285		61.5	60.4	6.49	6.49	6.97	6.97	60	<0.1
	31
		Total		Monthly
Average		Monthly Maximum			Monthly			Monthly	Monthly	30 day flow-we	ighted avg (1)	30 day flow-w	eighted avg (1)
		Precip.				Influent	Effluent	Minimum	Maximum	Minimum	Maximum	Maximum	Maximum	inf.(mg/l)	eff.(mg/l)	inf.(mg/l)	eff.(mg/l)
		2.50	0.028			63.3	63.1	6.2	6.9	6.7	7.2	110.0	<0.1	288	6.3	203	3.8
														%Rem.->	98	%Rem.->	98
			Max:
0.0312									30 Day Average
												Quantity Loading (1)		1.53	lbs/day	0.92	lbs/day
(1)Refer	to January	1994 edition of_DMR_	Manual for completing the Discharge M		onitoring Report fo	r the national Pollu	tant Discharge Elim	ination System(NP	_DES) _forprocedur	es to calculate load	ings,arithmetic me	an, geometric Mean,maximum,
~~minimum,~~	~~percent re~~	~~moval, etc~~
(2)If Tem	perature is	measured more than	once a day,report the average for the		day
NOTE: Re	fer to curr	ent SPDESpermit for	specific monitoringrequirements. Sam		ple type for temper	ature,PH and settl	eable solids isgrab



FACILI	TY MAIL	ING ADDRESS (Street, City, Zip Code)				TELEPHONE NUMBER			CHIEF OPERTATOR'S NAME			CERTIFICATION GRADE
										Leslie A Coon Jr			3A
		TOTAL PHOSPHORUS(mg/l)		Ultraviolet		FECAL COLIFORM
		Influent	Effluent	Contact	Effluent	Effluent					REMARKS
DAY	DATE	Type	Type	Minimum	Maximum	MF or MPN/100ml				Enter any other comments, observations, operating problems, equipment failures, etc.
	1			On	On
	2			On	On		<1
	3			On	On
	4			On	On
	5			On	On
	6			ON	ON
	7			ON	ON
	8			On	On
	9			On	On
	10			On	On
	11			On	On
	12			On	On
	13			On	On
	14			On	On
	15			On	On
	16			On	On		<1
	17			On	On
	18			On	On
	19			On	On
	20			On	On
	21			On	On
	22			On	On
	23			On	On
	24			On	On
	25			On	On
	26			On	On
	27			On	On
	28			On	On
	29			On	On
	30			On	On
	31
		30 day flow-weighted avg mean(1)		Monthly		30 day geometric mean(1)
		Influent mg/l	Effluent mg/l
				ON	ON	<1

		lbs/day

(1)Refer	to January	1994 edition of_DMR_	Manual for complet	ing the Discharge Monitoring Report fo		r the national Pollutant Discharge Elim		ination System(NP	_DES) _forprocedures to calculate loadings,arithmetic mean, geometric Mean,maximum,
minimum,	percent re	moval,etc
NOTE: Re	fer to curr	ent SPDESpermit for	specific monitoring	requirements. Sample type for temper		ature,PH and settleable solids isgrab



										Fixed Media				Activated Sludge
										Process Control				Process Control
										Recirculation	Media effluent	MixedLiquor	Settleable Sludge		Return Act.	WasteAct.
		NH3		DO		TKN		UOD		Rate	settleable solids	S.S. (MLSS)	Volume (SSV) ml/l		Sludge (RAS)	Sludge (WAS)
Day	Date	Influent	Effluent	Influent	Effluent	Influent	Effluent	Influent	Effluent	M.G.D	ml/l	mg/l	5 Minutes	30 minutes	M.G.D.	lbs/day
	1				9.9
	2		0.2		10.0
	3				10.2
	4				10.5
	5				9.8
	6				10.2
	7				9.9
	8				10.1
	9				10.7
	10				9.1
	11				9.9
	12				9.6
	13				9.1
	14				9.2
	15				9.3
	16		<0.1		9.0		3.8		26.64
	17				8.9
	18				8.8
	19				8.3
	20				8.5
	21				9.0
	22				8.5
	23				9.0
	24				8.8
	25				11.5
	26				8.3
	27				8.5
	28				9.1
	29				8.8
	30				8.3
	31
Min:
					8.3		3.8		26.64

30 Day Average
Quantity			<0.1
Loading (1)			lbs/day		lbs/day		lbs/day		lbs/day
(1)Refer to January		1994 edition of_DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System(NPDES) _forprocedures to calculate loadings,arithmetic mean, geometric Mean,maximum,
minimum, percent re		moval,etc

													Page 4 of 4

Effect on Receiving Stream					Name and amo	unt of chemicals used in treatment process				Sludge removal fro	m plant:
Name of Receiving Stream					during month:					a. amount	6500
	Subtrib of Saw Kill				a.			gallons		b. solid content
					b.			gallons		c. Volitile Solids Co	ntent
Date		Station	Parameter	Result	c.			Gallons		d. Disposal Site:	Superior Sanitation
					d.			lbs.
					e.			Gallons
					f.			Gallons

					Amount of ecec	tricalpower consumed:				Other Solid Wastes	:
					a. Commercial		kilowatt hours			a. Screenings
					b. Stand-by		kilowatt hours			b. Grit
										c. Ashes
					Amount of fuel	consumed:				d.
					a. Natural Gas			cubic feet		e.
					b. Oil			gallons		f.
					c. Gasoline			gallons		g. Disposal Site
					d. Coal.			tons
					e. Digester Gas			cubic feet
					f.propane			gallons		Digester Gas Wast	ed

					Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH					POSITION NAME				NUMBER	FULL TIME	NUMBER PART TIME		TOTAL HOURS
					Operator						120		120
1-	Septage, holding tank waste and
	portable toilet waste
		Total	Max day


Volume(Gal.)
2-	All other wastes
		Total	Max day



3-	Number of Part 364 haulers currently
	approved to transport wastes to this
	POTW

a.Septage,etc
					I herebyaffirm underpenaltyofperjurythat informationprovided on this form is true to the best o					f myknowledge and	belief. False statements
b. All others					made herein arepunishable as a Class A misdemeanorpursuant to Section 210.45 of the Penal					Law.
					Leslie A Coon Jr.
												5/20/2026
					Signature of Chief Operator or Designated FacilityRepresentative							Date


92-15-7 (11/95)-- 27c						New York State Department of Environment					al Conservation						Page 1 of 4
									Division of Water

WASTEWATER FACILITY OPERATION REPORT FOR THE						MONTH OF: April 2026
SPEDE	SPRMIT	NO.	FACILITY NAME					FACILITY	OWNER				FACILITY L	OCATION
NY-02	71420		Village of		Red Hook				same						Red Hook, NY
			VOLUME OF SEWAGE TRE		ATED	TEMPERATURE(°F)			pH(S.U.)			Settleable Solids(mg/l)		C.B.O.D.	5.(mg/l)	Suspended Solids(mg/l)
		Daily Precip.	Inst.Max.	Dly Average.	Inst.Min.	Influent	Effluent	Influent	Influent	Effluent	Effluent	Influent	Effluent	Influent	Effluent	Influent	Effluent
DAY	DATE	in/day	MGD	MGD	MGD	(2)	(2)	Minimum	Maximum	Minimum	Maximum	Maximum	Maximum	Type	Type	Type	Type
	1	0.50		0.003165		62.1	63.6	7.59	7.59	7.50	7.50	3	<0.1
	2	0.50		0.009311		55.1	57.56	7.54	7.54	7.73	7.73	1	<0.1	(BOD:191)	(BOD:4.9)	109	4.7
	3	0.00		0.012123		59.4	60.08	7.23	7.23	7.45	7.45	27	<0.1
	4	0.00		0.010840		58.6	59	7.49	7.49	7.11	7.11	13	<0.1
	5	0.00		0.000568		60.8	63.5	7.36	7.36	7.47	7.47	15	<0.1
	6	0.00		0.008506		58.8	57.02	7.68	7.68	7.74	7.74	11	<0.1
	7	0.00		0.013053		55.9	58.1	7.56	7.56	7.38	7.38	11	<0.1
	8	0.00		0.008780		55.2	56.1	7.56	7.56	7.33	7.33	2	<0.1
	9	0.00		0.006726		52.1	54.3	7.28	7.28	7.53	7.53	4	<0.1
	10	0.00		0.007475		54.9	55.22	7.69	7.69	7.57	7.57	22	<0.1
	11	0.00		0.006043		57.7	58.1	7.50	7.50	7.38	7.38	16	<0.1
	12	0.00		0.007033		56.1	57.02	7.73	7.73	7.33	7.33	<0.1	<0.1
	13	0.00		0.007934		57.0	58.64	7.07	7.07	7.40	7.40	40	<0.1
	14	0.00		0.006152		59.4	60.44	7.21	7.21	7.57	7.57	50	<0.1
	15	0.10		0.007278		62.8	62.4	7.12	7.12	7.50	7.50	20	<0.1
	16	0.10		0.005786		65.7	63.9	7.02	7.02	7.37	7.37	90	<0.1	308	6.5	257.1	2.5
	17	0.00		0.006679		66,2	65.3	7.50	7.50	7.38	7.38	15	<0.1
	18	0.00		0.008702		64.2	65.66	7.01	7.01	7.45	7.45	42	<0.1
	19	0.50		0.006714		64.6	65.84	6.95	6.95	7.66	7.66	70	<0.1
	20	0.00		0.005698		60.3	61.34	7.52	7.52	7.39	7.39	30	<0.1
	21	0.00		0.008993		57.7	60.8	7.00	7.00	7.55	7.55	33	<0.1
	22	0.00		0.005562		57.7	61	7.29	7.29	7.56	7.56	50	<0.1
	23	0.00		0.000048		57.9	62.6	7.43	7.43	7.72	7.72	26	<0.1
	24	0.00		0.002915		No Flow	No Flow	No Flow	No Flow	No Flow	No Flow	No Flow	No Flow
	25	0.00		0.006481		61.5	59.9	7.31	7.31	7.28	7.28	17	<0.1
	26	0.20		0.007507		59.7	58.28	7.15	7.15	7.40	7.40	43	<0.1
	27	0.00		0.005925		61.3	63.68	7.30	7.30	7.35	7.35	40	<0.1
	28	0.00		0.007185		64.2	64.4	7.34	7.34	7.36	7.36	16	<0.1
	29	0.00		0.003803		64.9	64.6	7.33	7.33	7.67	7.67	78	<0.1
	30	0.60		0.005874		63.0	64.6	7.11	7.11	7.59	7.59	5	<0.1
	31
		Total		Monthly
Average		MonthlyMaximum			Monthly			Monthly	Monthly	30 dayflow-we	ighted avg (1)	30 dayflow-w	eighted avg (1)
		Precip.				Influent	Effluent	Minimum	Maximum	Minimum	Maximum	Maximum	Maximum	inf.(mg/l)	eff.(mg/l)	inf.(mg/l)	eff.(mg/l)
		2.50	0.006762			66	66	7.0	7.7	7.1	7.7	90.0	<0.1	308	6.5
166
3.9
														%Rem.->	98	%Rem.->	98
			Max:
0.013053									30 DayAverage
												Quantity Loading (1)		0.31	lbs/day	0.19	lbs/day
(1)Refer t	o January	1994 edition of_DMR_	Manual for completing the Discharge M		onitoring Report fo	r the national Pollu	tant Discharge Elim	ination System(NP	_DES) _forprocedur	es to calculate load	ings,arithmetic me	an, geometric Mean,maximum,
minimum,	percent re	moval,etc
(2)If Tem
NOTE: Re	fer to curr	ent SPDESpermit for	specific monitoringrequirements. Sam		ple type for temper	ature,PH and settl	eable solids isgrab



FACILI	TY MAIL	ING ADDRESS (Street, City, Zip Code)				TELEPHONE NUMBER			CHIEF OPERTATOR'S NAME			CERTIFICATION GRADE
										Leslie A Coon Jr			3A
		TOTAL PHOSPHORUS(mg/l)		Ultraviolet		FECAL COLIFORM
		Influent	Effluent	Contact	Effluent	Effluent					REMARKS
DAY	DATE	Type	Type	Minimum	Maximum	MF or MPN/100ml				Enter anyother comments, observations, operating problems, equipment failures, etc.
	1			27.0	100.0
	2			41.0	100.0		<1.0
	3			30.0	100.0
	4			28.0	100.0
	5			32.0	100.0
	6			60.0	100.0
	7			31.0	100.0
	8			31.0	100.0
	9			24.0	100.0
	10			23.0	100.0
	11			42.0	100.0
	12			29.0	100.0
	13			30.0	100.0
	14			28.0	100.0
	15			25.0	100.0
	16			42.0	100.0		2
	17			40.0	100.0
	18			39.0	100.0
	19			37.0	100.0
	20			35.0	100.0
	21			32.0	100.0
	22			50.0	100.0
	23			50.0	100.0
	24			68.0	100.0
	25			35.0	100.0
	26			36.0	100.0
	27			35.0	100.0
	28			33.0	100.0
	29			36.0	100.0
	30			35.0	100.0
	31
	3	0 dayflow-weighted avgmean(1)		Monthly		30 day geometric mean(1)
		Influent mg/l	Effluent mg/l	Minimum(1)	Maximum(1)
				230	1000	<1.0
				.	.
		lbs/day


(1)Refer	to January	1994 edition of_DMR_	Manual for complet	ing the Discharge Monitoring Report fo		r the national Pollutant Discharge Elim		ination System(NP	_DES) _forprocedures to calculate loadings,arithmetic mean, geometric Mean,maximum,
minimum,	percent re	moval,etc
NOTE: Re	fer to curr	ent SPDESpermit for	specific monitoring	requirements. Sample type for temper		ature,PH and settleable solids isgrab



										Fixed Media				Activated Sludge
										Process Control				Process Control
										Recirculation	Media effluent	Mixed Liquor	Settleable Sludge		Return Act.	Waste Act.
		NH3		DO		TKN		UOD		Rate	settleable solids	S.S.(MLSS)	Volume(SSV)ml/l		Sludge(RAS)	Sludge(WAS)
Day	Date	Influent	Effluent	Influent	Effluent	Influent	Effluent	Influent	Effluent	M.G.D	ml/l	mg/l	5 Minutes	30 minutes	M.G.D.	lbs/day
	1				9.9
	2		0.372		10.4
	3				9.9
	4				9.9
	5				9.4
	6				10.9
	7				10.1
	8				10.3
	9				10.9
	10				9.8
	11				9.9
	12				9.7
	13				9.8
	14				9.5
	15				9.3
	16		<0.1		8.9		2.0		18.57
	17				8.7
	18				9.0
	19				8.6
	20				9.0
	21				9.1
	22				8.8
	23				8.9
	24				No Flow
	25				12.4
	26				8.9
	27				9.3
	28				9.9
	29				9.3
	30				8.9
	31
Min:
					8.6

30 Day Average
Quantity			0.372
Loading (1)			lbs/day		lbs/day		lbs/day		lbs/day
(1)Refer to January		1994 edition of_DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System(NPDES) _forprocedures to calculate loadings,arithmetic mean, geometric Mean,maximum,
minimum, percent re		moval,etc

												Page 4 of 4

Effect on Receiving Stream					Name and amount of chemicals used in treatment process				Sludge removal fro	m plant:
Name of Receiving Stream					duringmonth:				a. amount
	Subtrib of Saw Kill				a.		gallons		b. solid content
					b.		gallons		c. Volitile Solids Co	ntent
Date		Station	Parameter	Result	c.		Gallons		d. Disposal Site:	Superior Sanitation
					d.		lbs.
					e.		Gallons
					f.		Gallons

					Amount of ecectricalpower consumed:				Other Solid Wastes	:
					a. Commercial	kilowatt hours			a. Screenings
					b. Stand-by	kilowatt hours			b. Grit
									c. Ashes
					Amount of fuel consumed:				d.
					a. Natural Gas		cubic feet		e.
					b. Oil		gallons		f.
					c. Gasoline		gallons		g. Disposal Site
					d. Coal.		tons
					e. Digester Gas		cubic feet
					f.propane		gallons		Digester Gas Wast	ed

					Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH					POSITION NAME			NUMBER	FULL TIME	NUMBER PART TIME		TOTAL HOURS
					Operator					120		120
1-	Septage,holding tank waste and
	portable toiletwaste
		Total	Max day


Volume(Gal.)
2-	Allother wastes
		Total	Max day



3-	Numberof Part 364 haulers currently
	approved to transport wastes to this
	POTW

a.Septage,etc
					I herebyaffirm underpenaltyofperjurythat informationprovided on this form is true to the best				of myknowledge an	d belief. False statements
b. All others					made herein arepunishable as a Class A misdemeanorpursuant to Section 210.45 of the Penal				Law
					Leslie A Coon Jr.
											5/20/2026
					Signature of Chief Operator or Designated FacilityRepresentative						Date

References

This document cites or incorporates the following separate documents:

2026-05-20SPDES Operation Report — Facility 1
— pinned to version dated 2026-05-20
2026-05-20SPDES Operation Report — Facility 2

NYS DEC SPDES Operation Reports — March 2026

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