Red Hook WatchIndependent Community Resource

12 2023

1 versions2023-12-01working document

Versions

  1. 12023-12-01
    working document

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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(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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Changes between versions

2023-12-112024-01-08
substantive change+97

The document title changed and the report was expanded to include a new section on the Speed Limit Initiative.

  • Title changed from 'Sewer Department Monthly Report — November 2023' to 'Sewer Department Report — November 2023'
  • Flow rates for the old plant changed from '12,000 MGD' to '14,000 GPD' and the plant name changed from 'old plant' to 'Red Hook Plant'
  • Added new section: 'Village of Red Hook Speed Limit Initiative Monthly Report December 2023' regarding a traffic study by Creighton Manning
  • Removed discussion regarding the STEP sewer system expansion master plan and the March 2024 engineer report timeline
Show red-line diff
the public and we are actively seeking members of our community to join the committee. Village of Red Hook Sewer Department Monthly Report November 2023 We continue to meet regularly to discuss bigger plants and addressing requests for future connections to the sewer system. During the Month of November, the Village Board passed a resolution to allow the village Engineers to compile a report and plan for maximum expansion so that as we move forward we have a master plan to work toward in adding to our system. The STEP sewer system was specifically designed to be able for future expansion without involving a complete overhaul of the system. It was designed with phases in mind to be able to address the growing needs of the Village and our residents. We should expecthave theour report to come in from the engineerengineers aroundabout the total expansion capacity in March 2024.or WithApril this report wewhich will beline ableus to seek out potential funding opportunitiesup for expansionupcoming Grant Cycle. During the month of OctoberNovember we averaged 1214,000 MGDGPD in the oldRed plantHook Plant and 3938,000 MGDGPD in the BK Plant. There were **five (5)** samples sent out for testing and all came back within the normal range for compliance. For the old plant one process train is down for review of deficiencies, and clogging has been an issue for some time at the pump station it is recommended that Pump Station mixing should be implemented to help with pump failure and pump station pump outs. As a reminder to all residents whether you are in the Sewer Use Area or not be kind to your pipes! Please put only 3 P’s in the toilet: Pee, Poop and (Toilet) Paper and while in the kitchen (or near other drains) no Fats, Oils, or Grease “FOG” – they clog up the pipes and make the system stressed. What goes down the drain matters! If you are in the sewer use area and the emergency alarm goes off, call the Village Sewer Operator (845) 758-1081, option 8. Press the “Silence Alarm” button ONLY AFTER notifying the Sewer Operator. Please do not open the box or tamper with Village owned equipment. Village of Red Hook Speed Limit Initiative Monthly Report December 2023 Creighton Manning is moving forward on an all-encompassing Traffic study that will take into consideration a school zone, village roads and the main throughways. We have connected the firm with the RHCSD to coordinate appropriate timings to conduct studies to impact school zone findings. They will compile a report based on their study (based on their findings) to aid in the documentation to lower the Area Village Speed Limit to 25 mph. The lower speed limit will help residents, businesses, and the overall safety of our village streets. **==> picture [167 x 26] intentionally omitted <==**

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