Red Hook WatchIndependent Community Resource

Red Hook Commons plant summary

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  1. 12024-06-01
    attached document

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3 ND¢ Consulting Village of Red Hook Wastewater System Red Hook Commons Village ofRed Hook Average Daily Flow : 0.004 MGD (Million Gallons per Day) 0.040 MGD (Million Gallons per Day) Required Samples Result Compliance BOD (June 1 - Oct 31) 2.6 mg/L 5. mg/L June 2024 TSS 6.24 mg/L 10 mg/L NH3 0.247 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 .o mg/L Minimum Deficienci Sand Filter Sand Filters have never been rebuilt or media replaced. To be reviewed and incorporated into the planning for the Sewer Phase I project. Backflow Prev. Facilities backflow Preventor in need of replacement. Replacement ----- End of picture text -----

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Additional Notes: ----- End of picture text -----

Changes between versions

2024-02-122024-02-12
substantive change+063

The document was truncated from a multi-page NYS DEC Wastewater Facility Operation Report to a single-page summary.

  • Title changed from 'NYS DEC Wastewater Facility Operation Report — December 2023' to 'Red Hook Commons Wastewater System Summary — December 2023'
  • Removed all NYS DEC Division of Water regulatory data tables, including daily precipitation, sewage volume, temperature, pH, and chemical concentration logs
  • Removed all quantitative data regarding 30-day flow-weighted averages for BOD and TSS
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|Ni<br>eS Ld<br>Consulting||||||||| |---|---|---|---|---|---|---|---|---| ||**_Village of Red Hook Wastewater System_**|||||||| ||**_Red Hook Commons_**||||||**_Village of Red Hook_**|| |_Average Daily Flow :_|_0.014 MGD (Million Gallons per Day)_||||||_0.039 MGD (Million Gallons per Day)_|| ||**_Required Samples_**|||||**_Result_**||**_Compliance_**| ||_BOD (June 1 - Oct 31)_||||<4.0 mg/L|||5 mg/L| |_December 2023_|_TSS_<br>_NH3_||||<10 mg/L<br><0.50<br>0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)|||10 mg/L<br>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<br>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_<br>_l_||||||||| |**_Additional Notes:_**||||||||| 92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION ## DIVISION OF WATER |||||||||||||||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**|||||||December|||||||||2023||||||||||||||||| |**NY--**<br>SPDES PERMIT NO.<br>0271420|||FACILITY NAME<br>Village of Red Hook Sewer||||||||||FACILITY OWNER<br>Village of Red Hook||||||7467 S Broadway Red Hook, NY12571|FACILITY LOCATION<br>7467 S Broadway Red Hook, NY12571|||||||7467 S Broadway Red Hook, NY12571||||||||||||||||| |Day|Date|Daily<br>Precip<br>in/day|Inst.Max.<br>MGD<br>VOLUME OF SEWAGE TREATED||Inst.Max.<br>Daily<br>Average<br>MGD<br>VOLUME OF SEWAGE TREATED||Inst. Min<br>MGD<br>VOLUME OF SEWAGE TREATED||Influent<br>(2)<br>Effluent<br>(2)<br>TEMPERATURE (ºF.)|||||Influent<br>Minimum|Influent<br>Maximum<br>Effluent<br>Minimum<br>pH (S.U)||||Effluent<br>Maximum||SETTLEABLE SOLIDS<br>Influent<br>Maximum<br>Effluent<br>Maximum|||||B.O.D.5<br>Influent<br>Type<br>Effluent<br>Type|||||||||SUSPENDED SOLIDS<br>Influent<br>Type<br>Effluent<br>Type||||||||| ||01|0.00||||0.057||||56||60|||7.7||||7.7||||<0.1||||||||||||||||||||| |Sat|02|0.14||||0.048||||56||60|||7.5||||7.5||||<0.1||||||||||||||||||||| |Sun|03|0.11||||0.052||||57||61|||7.4||||7.6||||<0.1||||||||||||||||||||| |Mon|04|0.54||||0.048||||57||60|||7.6||||7.8||||<0.1||||||||||||||||||||| |Tue|05|0.00||||0.048||||56||60|||7.6||||7.7||||<0.1||||||||||||||||||||| |Wed|06|0.01||||0.049||||56||60|||7.8||||7.9||||<0.1||||||||||||||||||||| |Thu|07|0.01||||0.052||||56||60|||7.7||||7.7||||<0.1||||||||||||||||||||| |Fri|08|0.00||||0.050||||55||59|||7.4||||7.6||||<0.1||||||||||||||||||||| |Sat|09|0.00||||0.055||||55||59|||7.5||||7.4||||<0.1||||||||||||||||||||| |Sun|10|0.01||||0.054||||54||59|||7.5||||7.4||||<0.1||||||||||||||||||||| |Mon|11|1.98||||0.050||||55||59|||7.7||||7.7||||<0.1||||||||||||||||||||| |Tue|12|0.00||||0.054||||56||58|||7.5||||7.6||||<0.1||||||||||||||||||||| |Wed|13|0.00||||0.054||||56||58|||7.5||||7.7||||<0.1||||||||||||||||||||| |Thu|14|0.00||||0.053||||56||57|||7.3||||7.6||||<0.1||||||||||||||||||||| |Fri|15|0.00||||0.054||||55||57|||7.0||||7.6||||<0.1||||||||||||||||||||| |Sat|16|0.00||||0.055||||56||56|||7.3||||7.3||||<0.1||||||||||||||||||||| |Sun|17|0.00||||0.052||||53||54|||7.6||||7.6||||<0.1||||||||||||||||||||| |Mon|18|2.40||||0.062||||55||57|||7.1||||7.8||||<0.1||||||||||||||||||||| |Tue|19|0.78||||0.054||||55||57|||7.4||||7.6||||<0.1||||||||||||||||||||| |Wed|20|0.00||||0.057||||54||54|||7.1||||7.4||||<0.1||||||||||||||||||||| |Thu|21|0.00||||0.054||||53||55|||7.4||||7.6||||<0.1||||||||||||||||||||| |Fri|22|0.00||||0.053||||52||53|||7.5||||7.4||||<0.1||||||||||||||||||||| |Sat|23|0.00||||0.051||||56||55|||6.9||||7.3||||<0.1||||||||||||||||||||| |Sun|24|0.00||||0.042||||55||55|||7.0||||7.5||||<0.1||||||||||||||||||||| |Mon|25|0.00||||0.052||||50||52|||7.7||||7.5||||<0.1||||||||||||||||||||| |Tue|26|0.01||||0.058||||52||54|||7.4||||7.7||||<0.1||||||||||||||||||||| |Wed|27|0.05||||0.065||||52||52|||7.9||||7.3||||<0.1||||||||||||||||||||| |Thu|28|1.36||||0.063||||50||52|||7.8||||7.4||||<0.1|||||||||||4||||||||3|| |Fri|29|0.09||||0.058||||50||52|||7.0||||7.3||||<0.1||||||||||||||||||||| |Sat|30|0.12||||0.048||||46||52|||7.4||||7.2||||<0.1||||||||||||||||||||| |Sun|31|0.05||||0.051||||45||56|||7.3||||7.2.||||<0.1||||||||||||||||||||| |||Total<br>Precip.||||Monthly<br>Average|||Average<br>Influent||Average|Average<br>Effluent|Average|Average<br>Minimum|Maximum|Minimum|||Maximum||Monthly<br>Maximum|Monthly<br>Maximum|||30 day flow-weighted avg (1)<br>Inf.(mg/l) Eff.(mg/l) Rem.%||||||||||30 day flow-weighted avg<br>(1) Inf.(mg/l) Eff.(mg/l)<br>Rem.%||||||||| |||7.66||||0.053||||54||57||6.9|7.9||7.2||7.9||0.0||<0.1|||||4||||||####|||||3|||####|| ||||||||||||||||||||||30 Day Quanity|30 Day Quanity||||1.78|||||||lbs/day|||1.11||||||lbs/day|| **==> picture [595 x 460] intentionally omitted <==** **----- Start of picture text -----**<br> FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE<br>14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A<br>TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM<br>MW/CM2 Effluent REMARKS<br>Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc<br>#1 #2<br>Day Date Type Type<br>Sat 01 100% 100%<br>Sat 02 100% 100%<br>Sun 03 100% 100%<br>Mon 04 100% 100%<br>Tue 05 100% 100%<br>Wed 06 100% 100%<br>Thu 07 100% 100%<br>Fri 08 100% 100%<br>Sat 09 100% 100%<br>Sun 10 100% 100%<br>Mon 11 100% 100%<br>Tue 12 100% 100%<br>Wed 13 100% 100%<br>Thu 14 100% 100%<br>Fri 15 100% 100%<br>Sat 16 100% 100%<br>Sun 17 100% 100%<br>Mon 18 100% 100%<br>Tue 19 100% 100%<br>Wed 20 100% 100%<br>Thu 21 100% 100%<br>Fri 22 100% 100%<br>Sat 23 100% 100%<br>Sun 24 100% 100%<br>Mon 25 100% 100%<br>Tue 26 100% 100%<br>Wed 27 100% 100%<br>Thu 28 100% 100% 1<br>Fri 29 100% 100%<br>Sat 30 100% 100%<br>Sun 31 100% 100%<br>30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean (<br>Influent(mg/l Effluent(mg/l Minimum(1)Maximum<br>1 1 1<br>lbs/day<br>**----- End of picture text -----**<br> - (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. **==> picture [633 x 489] intentionally omitted <==** **----- Start of picture text -----**<br> FIXED MEDIA ACTIVATION SLUDGE<br>PROCESS CONTROL PROCESS CONTROL<br>Media<br>Dissolved Ammonia as Effluent Mixed Return Act. Waste Act.<br>TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge<br>Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS)<br>Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons<br>Sat 01 8.0<br>Sat 02 8.0<br>Sun 03 8.0<br>Mon 04 8.0<br>Tue 05 8.0<br>Wed 06 8.0<br>Thu 07 8.0<br>Fri 08 8.0<br>Sat 09 8.0<br>Sun 10 8.0<br>Mon 11 8.0<br>Tue 12 8.0<br>Wed 13 8.0<br>Thu 14 8.0<br>Fri 15 8.0<br>Sat 16 8.0<br>Sun 17 8.0<br>Mon 18 8.0<br>Tue 19 8.0<br>Wed 20 8.0<br>Thu 21 8.0<br>Fri 22 8.0<br>Sat 23 8.0<br>Sun 24 8.0<br>Mon 25 8.0<br>Tue 26 8.0<br>Wed 27 8.0<br>Thu 28 8.0 0.5 1<br>Fri 29 8.0<br>Sat 30 8.0<br>Sun 31 8.0<br>lbs/day lbs/day 0.000 lbs/day<br>**----- End of picture text -----**<br> **==> picture [637 x 488] intentionally omitted <==** **----- Start of picture text -----**<br> Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant:<br> NAME OF RECEIVING STREAM during month. a. Amount gallons<br>a. Chlorine lbs. b. Solid Content %<br>DATE STATION PARAMETERRESULT b. Sodium Hypochlorite gal. c. Volatile Solids Content %<br>c. soda Ash lbs. d. Disposal Site Superior Sanitation<br>d. lbs.<br>e. lbs.<br>f. lbs.<br>Amount of electrical power consumed Other Solid Waters:<br>a. Commercial kilowatt hours a. Screening cubic feet<br>b. Stand-by kilowatt hours b. Grit cubic feet<br>c. Ashes tons<br>Amount of fuel consumed d.<br>a. Natural Gas cubic feet e.<br>b. Oil gallons f.<br>c. Gasoline gallons g. Disposal Site Private hauler<br>d. Coal tons<br>e. Digester Gas cubic feet<br>f. Propane gallons Digester Gas Wasted cubic feet<br>Labor expended:<br>POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS<br>Supervisor<br>Chief Operator<br>Operator<br>Mechanic<br>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<br>herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.<br>Signature of Chief Operator or Designated Facility Representative<br>**----- End of picture text -----**<br>

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