Red Hook Watch

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Consulting Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0,014 MGD (Million Gallons per Day) 0.038 MGD (Million Gallons per Day) Required Samples Result Compliance BOD (June 1 - Oct 31) <4.0 mg/L 5mg/L November 2023 TSS <10 mg/L 10 mg/L NH3 0.74 mg/L 0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1- May 31) Fecal Coliform <1.0/100 mL 200/100 mL Dissolved Oxygen 8.0 mg/L 7.0 mg/L Minimum Deficionci 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 schedulefor the nearfuture. Train Downfor Review — Reviewed Train andfound 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 issuefor some time. Pump Station mixing should be implemented to help with pumpfailure and pump station pump outs. Backflow Prev. Facilities backflow Preventor in need of replacement. Additional Notes: ----- End of picture text -----

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92-15-7 (7/91)-27¢	NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION	E—)
DIVISION	OF WATER	Page1 of4
WASTEWATER	FACILITY OPERATION	REPORT FOR THE MON’	November	2023
SPDES	PERMIT	NO.	FACILITY	NAME	FACILITY	OWNER	FACILITY	LOCATION
SUSPENDED	SOLIDS
Day	in/day	MGD	MGD	MGD	(2)	(2)	Minimum	Minimum	Maximum}	Type	Type	Type	Type
WedThu]Fri_	satal		oz01	o	4s						0.030.02vaily	0	.0000								{
Mon}sun}	05			0.01					0063	Pse850ot
tue}WedFri_	Thu}sat]sun	Mon]tue] 14]o912	o	0813to67									0.000.00	0.0	0.000.000.000.0006
3
Wedthu}FriSat				1	16wv]645						0.07	0.00	0.00000					[
Tue}Wedsun]Mon]	2120	19				0000.000.00					{				005400550067			ffft		60sooo	fT
Thu] 22		067				0052			fj	60			so	fof	75	[		76			230
Frisatsun}Mon}		2526	2	34						0.00ooo0.000.01										oor0.0450052ode	ft
Tue}WedThu]Rs 3029	2	78	{			0.040.000.000.00				[					oo	oos4oostagso	fo	PtTeSSss5h	Tosoct20tofo	cotot PTPCtT8 (
Precip.	Average	Influent	Efftuent	Minimum	Maximum	Minimum	Maximum]	Maximum]	Maximum			inf.(mga)	eft(mg/l) Rem.%	Rem.%
1.81	0.052	61	62	7.4	7.9	7.2	8.2	44.0	<0.1	4	=	HE	3s	HHH

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|FACILITY MAILINGADDRESS (Street, City, State, Zip cade)

TELEPHONE NUMBER
CONDENVIRONMENTAL
2h
TT Forarrcsrnusin] —UtraViolet
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(1) Refer to currant edition of “Notice to SPDES Permitses Regarding Use of the National Pollutant Discharge Elimination System (NPDES) Discharge Monitering 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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PROCESS	CONTROL
Dissolved.	Ammonia.	as	TKN as	Nitrogen	Ulimate.	Oxygen	[atic	a	Mixe—	Settleable Sludge	RetumSludgeAct.		WasteSludge Act.
Day	[Date]	Oxygen		Effluent		NitrogenEffuent [		Effluent	[Effluent]Demand	mooRate		mmSolids		fs.mgt s.(MLSS]	30MinVolume (SSV)
Wei	01]			70	TC	CC
LT)TO	AZS(OS	(OQ
sat}	Zs	ss	GS	GS	CO	(OO
Sun	o4		CT	oT
lMonf	os		CT	eo
SZ Ss
Wed]TS	o6	[A]			CT oC	es	GS	I
ST)	op				70			CCC	CC
pFifCS	A	DQ	OS	OO	(OO
sat} to]	Cf	80	TT
Sun} 11]	70	C	C
Mon} 12;	of	vo	T
tus	13		CT	7 CCC
COyeEe14	ffRS	ZS7offSQOO	CO
HC	SZ	QS	GS OY	(OS
sat}sunf	18		ZeCToCss	ss	I	(S(O
Mon}	i980TCC
ET)	20{	=		380					Jf		Jf	7	J	Jt
Wedthu} Es22]			so	tf		QOJf	6]hummGO	NS	(OO	GO
es
Ed	23]	CCT	8	CC
sat}	es	ee	eee	eee	eee
SS
ET)	25{	of	80			CCCC
iMonf	GD	SQ	GO	YS	(
tue} 27]			to
Wed	28]	CCT	8	TC
Thu}	29 [	=		80			or	Tt
EL)——————_—K SS 30eeCf	coTCCee	ee	ee) ees	ee

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|Effect on Receiving Stream Nameand amount ofchemicals used in treatment process

Sludge Removal from Plant:
NAME OF RECEIVING STREAM
during month.
a. Amoun
gallons
Oo
a.Chlorine
Ibs.
b. SolidContent
%

b. Sodium Hypochlorite gal. Cc. VolatileSolidsContent % Pog, sodaAsh Ibs. d. Disposal Site Superior Sanitation es ee Oe ibs. es es ee Oe Ibs. es es Oe Ibs. ee ee ee Amountofelectricalpowerconsumed OtherSolidWaters: ee a. Commercial kilowatthours a. Scr ening cubicfeet Po, Stand-by kilowatt hours b. Grit cubicfeet es ee C. Ashes tons Po Amountoffuelconsumed d. ee es ee a. NaturalGas cubicfeet e. es ee ee

gallons if, ee eee eee c. Gasoline g. Disposal Site Privatehauler es eee eee TS tons ee es e e. DigesterGas cubicfeet eee (ee f. Propane gallons DigesterGasWasted cubicfeet pC Labor expended: es cian ee po Supervisor po ChiefOperator po Operator po Mechanic fpGQ es fp C(O es DO fp es fp C(O pT ns OS fp(C(O OO fpC(O

|Sfp(S(O| | - | ee | - | herebyaffirm underpenalityof perjurythatinformation proided-sn | - | ee | - | ou | | - | - | - | thisformistruetothebestofmyknowledgeand belief. Falsestatementsmade | es | - | FA | re of ChiefO | | - | - | - | - | herein arepunishable | - | a | pe aioege Pesianated FacilityRepresentative | | - | - | - | - | Amisdemeanprfi | - | ee | s | | - | - | - | - | ection210.45ofthePenalLaw. | - | Aa | ee | | - | - | - | - | es | - | SDS | eee | | - | - | - | - | - | - | ee)(es | es | | - | - | - | - | - | - | - | ee | | - | - | - | - | - | - | - | es | | - | - | - | - | - | - | - | ee |

11 2023