NYS DEC Wastewater Facility Operation Report — January 2024

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12024-03-11
NYS DEC Wastewater Facility Operation Report — January 2024
attached documentmeeting · 2024-03-11

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|Wi aesntal

Consulting
	*Village of Red Hook Wastewater System*
	*Red Hook Commons*					*Village of Red Hook*
Average Daily Flow :	0.014 MGD (Million Gallons per Day)					0.037 MGD (Million Gallons per Day)
	*Required Samples*				*Result*		*Compliance*
	BOD (June 1 - Oct 31)			1.3 mg/L			5 mg/L
January 2024	TSS
NH3			<5.00 mg/L
<0.50
0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)		10 mg/L
0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)
	Fecal Coliform			<1.00/100 mL			200/100 mL
	Dissolved Oxygen			8.0 mg/L
7.0 mg/L Minimum
			*Deficiencies*
Anoxic Mixers	Currently a Medora mixer in place to keep Anoxic tank solids moving. May need to consider this in future updates.
Sand Filter Rebuild	Sand Filters have never been rebuilt or media replaced. Should price and schedule for the near future.
Train Down for Review	Reviewed Train and found air getting into the aeration tank. Currently working on pricing for replacement parts. Train scheduled to go back online on 1/8/2024
Pump Station	Pump Station pumps clogging issues have been an issue for some time. Pump Station mixing should be implemented to help with pump failure and pump station pump outs.	Pump Station pumps clogging issues have been an issue for some time. Pump Station mixing should be implemented to help with pump failure and pump station pump outs.
Backflow Prev.	Facilities backflow Preventor in need of replacement.
R
l
*Additional Notes:*

92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION

												DIVISION OF WATER	DIVISION OF WATER														Page 1 of 4
WASTEWATER FACILITY OPERATION REPORT FOR THE MONT										WASTEWATER FACILITY OPERATION REPORT FOR THE MONT					January						2024
NY--
SPDES PERMIT NO.
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
Mon	01	0.00				0.054			50		52		7.3			7.4	3.2		<0.1
Tue	02	0.00				0.049			52		50		7.3			7.7	5.0		<0.1
Wed	03	0.00				0.053			50		50		7.4			7.5	8.1		<0.1
Thu	04	0.02				0.061			52		50		6.6			7.5	6.0		<0.1
Fri	05	0.00				0.041			50		50		6.8			7.3	15.0		<0.1
Sat	06	0.00				0.050			49		47		7.2			7.4	10.0		<0.1
Sun	07	0.96				0.058			48		50		7.0			7.6	18.0		<0.1
Mon	08	0.28				0.045			52		50		7.2			7.3	8.0		<0.1
Tue	09	0.00				0.067			54		48		7.2			7.4	7.0		<0.1
Wed	10	2.34				0.039			50		50		7.1			7.2	8.0		<0.1
Thu	11	0.00				0.064			52		48		7.2			7.3	4.3		<0.1
Fri	12	0.00				0.058			54		50		6.8			7.5	6.0		<0.1
Sat	13	0.50				0.044			48		44		7.1			7.3	7.0		<0.1
Sun	14	0.08				0.043			45		46		7.3			6.7	15.0		<0.1
Mon	15	0.00				0.037			42		40		7.4			7.0	5.0		<0.1
Tue	16	0.05				0.051			40		42		7.1			7.2	3.7		<0.1
Wed	17	0.19				0.048			44		40		7.2			7.3	4.0		<0.1
Thu	18	0.00				0.048			48		42		7.1			7.5	5.0		<0.1					1			5
Fri	19	0.00				0.054			46		40		7.4			7.4	3.0		<0.1
Sat	20	0.09				0.048			44		45		7.2			7.3	17.0		<0.1
Sun	21	0.01				0.056			46		45		7.3			7.4	24.0		<0.1
Mon	22	0.00				0.047			48		46		7.2			7.2	4.0		<0.1
Tue	23	0.00				0.053			44		42		7.4			7.4	7.1		<0.1
Wed	24	0.17				0.052			50		48		7.2			7.3	3.0		<0.1
Thu	25	0.81				0.058			48		46		7.1			7.2	6.0		<0.1
Fri	26	0.43				0.052			42		44		7.4			7.0	4.0		<0.1
Sat	27	0.01				0.066			44		47		7.2			7.1	18.0		<0.1
Sun	28	0.37				0.047			44		45		7.0			7.1	9.0		<0.1
Mon	29	0.73				0.048			44		43		7.2			7.0	11.0		<0.1
Tue	30	0.00				0.053			40		40		7.4			7.2	15.0		<0.1
Wed	31	0.00				0.050			48		50		7.2			7.0	19.0		<0.1
		Total
Precip.				Monthly
Average			Average
Influent		Average	Average
Effluent	Average	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.%
		7.04				0.051			47		46	6.6	7.4	6.7		7.7	24.0		<0.1			1		####		5	####
																	30 Day Quanity	30 Day Quanity		0.56			lbs/day		2.14		lbs/day

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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 Mon 01 100% 100% Tue 02 100% 100% Wed 03 100% 100% Thu 04 100% 100% Fri 05 100% 100% Sat 06 100% 100% Sun 07 100% 100% Mon 08 100% 100% Tue 09 100% 100% Wed 10 100% 100% Thu 11 100% 100% Fri 12 100% 100% Sat 13 100% 100% Sun 14 100% 100% Mon 15 100% 100% Tue 16 100% 100% Wed 17 100% 100% Thu 18 100% 100% 1 Fri 19 100% 100% Sat 20 100% 100% Sun 21 100% 100% Mon 22 100% 100% Tue 23 100% 100% Wed 24 100% 100% Thu 25 100% 100% Fri 26 100% 100% Sat 27 100% 100% Sun 28 100% 100% Mon 29 100% 100% Tue 30 100% 100% Wed 31 100% 100% 30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean ( Influent(mg/l Effluent(mg/l Minimum(1)Maximum 1 1 1 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.

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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 Mon 01 8.0 Tue 02 8.0 Wed 03 8.0 Thu 04 8.0 Fri 05 8.0 Sat 06 8.0 Sun 07 8.0 Mon 08 8.0 Tue 09 8.0 Wed 10 8.0 Thu 11 8.0 Fri 12 8.0 Sat 13 8.0 Sun 14 8.0 Mon 15 8.0 Tue 16 8.0 Wed 17 8.0 Thu 18 8.0 2.0 1.46 Fri 19 8.0 Sat 20 8.0 Sun 21 8.0 Mon 22 8.0 Tue 23 8.0 Wed 24 8.0 Thu 25 8.0 Fri 26 8.0 Sat 27 8.0 Sun 28 8.0 Mon 29 8.0 Tue 30 8.0 Wed 31 8.0 lbs/day lbs/day 0.000 lbs/day ----- End of picture text -----

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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant: NAME OF RECEIVING STREAM during month. a. Amount gallons a. Chlorine lbs. b. Solid Content % DATE STATION PARAMETERRESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content % c. soda Ash lbs. d. Disposal Site 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 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 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 ----- End of picture text -----

References

This document cites or incorporates the following separate documents:

2024-11-01Report of Noncompliance Event — January 22, 2024
Document A is a routine monthly operational report (January 2024); Document B is a separate noncompliance event report filed later (January 22, 2024); they are distinct artifacts addressing different slots in the regulatory process.

Recurring pattern

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