Red Hook WatchIndependent Community Resource

12 2023

1 versions2023-12-01working document

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  1. 12023-12-01
    working document

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CcMS |NDelon Consulting ----- End of picture text -----

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Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0.014 MGD (Million Gallons per Day) 0.039 MGD (Million Gallons per Day) Required Samples Result Compliance BOD (June 1 - Oct 31) <4.0 mg/L 5me/L December 2023 TSS <10 mg/L 10 mg/L NH3 <0.50 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 .o mg/L Minimum Deficienci 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 Down for Review Reviewed Train andfound air getting into the aeration tank. Currently working on pricingfor 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. BackflowPrev. Facilities backflow Preventor in need ofreplacement. Additional Notes: ----- End of picture text -----

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92-15-7(7/91)-27c¢NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATIONS
DIVISION OF WATERPage1of4
WASTEWATERFACILITY OPERATION REPORT FOR THE MONDecember2023
SPDESPERMITNO.FACILITYNAMEFACILITY OWNERFACILITYLOCATION
SUSPENDEDSOLIDS
Dayin/dayMGDMGDMGD(2)(2)Maximum}Maximum}Maximum}=TypeTypeTypeType
lalfortwanyooooos7DaifTsecoeiaeeclaaatgeco
satsunozo3 [04otTTffoases0.052Ptcoct ct
Mono4Tue!Wedos0.540.000.048004sfTfTse7
Frihulosr [0.00.01[{ooag0052fTse
Sun]Mon}Sat [{oiooe [0.010.00ff[00s,oosoossPaPTS5 sos
Tue]11 {1.98[ooso ft5 Tsoee
Wed12 {0.00 [oos4seTseco
Thu130.00{0054PTseTseTe
Frisat [16[is14{0.000.00[05stossoossfsfTseseszsey ct occo
sun170.00oos2fTssa
Mon[ie[240[oo62Tssretct
Tueio[o7e0054ssaza ct
Wed20 [0.00[[[0057]PTsa at
Te
Thu]Fi21 [0.00[00sPT[as]aectcot
sat[223 {0000.00foos1sfTfsasesssscotact
Sun]24 [0.00[ooPTsssscot
Mon]25 [0.00 [o05250 2
fue]WedThu] 2627[0.010.05[{oossoc65fTT52s2 sae2eectct
Fri28{4.36[oo63fTso 2a
satsun] {29 [30{009012[fogs]005sfTfae50 [sz2yoae eectcot
31 [0.05 [0051TP4sseCC
Precip.AverageInfluentEffluentMinimumMaximumMinimumMaximum]MaximumMaximumJint(mat)Ef.(mat) Rem.%Rem.%
7.660.05354576.97.97.27.90.0<0.14=HH3

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|FACILITYMAILINGADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER

CHIEF OPERATOR'S NAME
14 Old Route 109 Red Hook NY 12571
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MWICM2
Effluent
REMARKS
Influent
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Sun28[
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(1) Referto current edition of"Notice toSPDES Permitees RegardingUse ofthe National Pollutant Discharge EliminationSystem(NPDES) Discharge Monitoring Report Form" for procedures to calculate loadings, flow-weighted average, geometric mean, maximum
minimum,percentremoval,etc,

Note: Refer to current SPDES permit for specific monitoring requirements. Sample type for chlorine residual and fecal coliformsis grab.

| . | Waste Act. | .ati | sedge Hl siudgs | (WAS) | Efftuent | - | Efffuent[ | Effluent | - | Efffuent | moo | ma | mgA_ | 30Min | 60Min | M.GD | Gallons | - | - | CT 8 | - | - | CT | - | 8 | 80TT | - | CUToP | 80PTC | | . | Dissolved | aarcie | Oxygen | Day[Date] | - | - | - | - | - | - | - | - | - | - | - | - | - | Sat} 07 | CT 8 | suf os | CT 80 | OT | to | - | Thupo7[CT8 | AT)KS | 80TT | jTuef 19[CU 80PT | Te)SS | | . | Ammoniaas | uawor Il seteapesides | Nitrogen | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Sat} oz | - | Monf og | Tuef os | Wedf og | - | Fifos] | (DQ | isunf 17] CT 8 | COE) EL | QO | | Mixed | on)a5 Nitrogen UlimateOxygen | - | Demand | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | f 30 [TTyO | I | Mon] 18 | SG | I (OSOS | | Return Act. | - | - | Rate | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | sat} oo[CUT fo TTC | pFif15] Cf 80 TT | - | SSCS(OS QO OSOO | (OE | | - | - | - | Solids | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | sunfiof | sapis] | - | BT) | CE)OS | | - | - | - | f¢.s.(MLSS} | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | 80 | - | - | eXD | (OS DQ | | - | - | - | Volume(SSV)ml | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Mon} 17] CT 80 | - | - | I(COSQSOS | OO | | - | - | - | (RAS) | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Tue]12] | - | - | Fifizz? Cf 80TO | Thu 287 | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | to | - | - | sat}23t CUT toTT | CUT 8 | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Wed 13] | - | - | fsunf24 | ot | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | = | - | - | CT 80 | pFif2o] | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | Mong25] | Cf 80TT | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | sa}30] | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | fT 80 TCT CC | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | suf sift | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | CUT 80TT | | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ———— |

|Effecton Receiving Stream Nameandamountofchemicalsused intreatment process

Sludge Removalfrom Plant:
a. Chlorine
ibs.
b. Solid Content
%
b. SodiumHypochlorite
gal**.**
C**.** VolatileSolidsContent
%
PD
eg. s
aAsh
Ibs
d
Disposal Site
Superior Sanitation
ees
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Recurring pattern

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