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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														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:
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
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 NAME OF RECEIVING STREAM DATE STATION PARAMETER RESULT

Name and amount of chemicals used in treatment process Sludge Removal from Plant: during month. a. Amount gallons a. Chlorine lbs. b. Solid Content % b. gal. c. Volatile Solids Content % c. lbs. d. Disposal Site 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: Superior Sanitation soda Ash 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:

2025-05-08NYS DEC Wastewater Facility Operation Report — Outfall 1A (March 2025)
— pinned to version dated 2025-05-08
Document B is a separate regulatory report (NYS DEC filing) that Document A may reference or incorporate, but they are distinct artifacts serving different purposes across a 1954-day gap.
2025-05-08NYS DEC Wastewater Facility Operation Report — Outfall 1B (March 2025)
— pinned to version dated 2025-05-08
Document B is a separate regulatory report (NYS DEC filing) dated March 2025 that the board likely received or reviewed; Document A is a working document from 2020 on the same topic area but they are distinct artifacts with a 1954-day gap.
2025-03-312025 03 31 Date of Noncompliance Report 2025 04 30
Document A (2020 WWTP operations) and Document B (2025 noncompliance report) are separate working documents addressing different slots in different processes, separated by 1916 days with no textual evidence of literal revision.
2025-03-312025 03 31 Date of Noncompliance Report 2025 05 30
Document B is a compliance report referencing noncompliance findings, while Document A is a WWTP operations document; they are separate artifacts in different compliance/operational slots despite shared infrastructure topic.
2025-03-01DEC Wastewater Facility Operation Report — December 2025 (Facility 1)
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.
2025-03-01DEC Wastewater Facility Operation Report — December 2025 (Facility 2)
Document A is a working document on WWTP operations and Document B is a separate attached facility operation report for a specific month/facility; they share a topic area but are distinct artifacts with different purposes and scopes.

Recurring pattern

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