SPDES Operation Report — Facility 2

1 versions2026-05-20attached document

Versions

12026-05-20
SPDES Operation Report — Facility 2
attached document

Document

Open original PDF View version history →


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

Referenced by

These other documents cite or incorporate this one:

2026-06-08Wastewater Treatment Facility Form — May 2026
— pins a specific version of this chain
2026-05-11Sewer Report - May 11, 2026
2026-04-014 2026
2026-05-20NYS DEC SPDES Operation Reports — March 2026

Recurring pattern

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