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Red Hook Commons Wastewater System Summary — December 2023

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2 versions2024-02-12attached document

Versions

  1. 12024-02-12
    NYS DEC Wastewater Facility Operation Report — December 2023
    attached documentmeeting · 2024-02-12
  2. 22024-02-12
    Red Hook Commons Wastewater System Summary — December 2023
    attached documentmeeting · 2024-02-12

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Open original PDFView version history →Meeting on 2024-02-12 →

|Ni eS Ld

Consulting
Village of Red Hook Wastewater System
Red Hook CommonsVillage of Red Hook
Average Daily Flow :0.014 MGD (Million Gallons per Day)0.039 MGD (Million Gallons per Day)
Required SamplesResultCompliance
BOD (June 1 - Oct 31)<4.0 mg/L5 mg/L
December 2023TSS
NH3<10 mg/L
<0.50
0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)10 mg/L
0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)
Fecal Coliform<1.0/100 mL200/100 mL
Dissolved Oxygen8.0 mg/L
7.0 mg/L Minimum
Deficiencies
Anoxic MixersCurrently a Medora mixer in place to keep Anoxic tank solids moving. May need to consider this in future updates.
Sand Filter RebuildSand Filters have never been rebuilt or media replaced. Should price and schedule for the near future.
Train Down for ReviewReviewed 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 StationPump 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
l
Additional Notes:

Changes between versions

2024-02-12→2024-02-12
substantive change+0 −63

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, including SPDES Permit No. 0271420, daily precipitation logs, influent/effluent temperature tables, and flow-weighted average calculations
Show red-line diff
|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>

References

This document cites or incorporates the following separate documents:

  • 2024-02-12NYS DEC Wastewater Facility Operation Report Form — December 2023
    — pinned to version dated 2024-02-12
    Document B is the official NYS DEC regulatory report form for the same facility; Document A is a consulting summary of the same December 2023 data—they are separate artifacts serving different purposes (regulatory filing vs. internal assessment), not revisions of the same instrument.

Recurring pattern

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