Red Hook WatchIndependent Community Resource

April 2025 Sewer Report

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May 2025

Village of Red Hook SEWER DEPARTMENT REPORT

At both plants, the UV light systems were repaired/replaced on Tuesday, May 13[th] so the UVs were back in full operation on May 14[th] . The addition of chlorine tablets was discontinued on May 14[th] .

At the Old Plant, the valves were replaced on 5/16 & 17. The Sand filter was repaired and old sand was replaced with fresh sand. The Old Plant was brought back online as of 5/19/25. It takes a while to fill up the tanks in the plant, so the outflow began about a week later. Our first test samples since being back online were taken 5/28/25. The preliminary results from the Old Plant for Ammonia and Fecal Coliform are in compliance. The “bugs” are growing (200 on 5/25, 700 on 5/30) and will take some time to get up to the target quantity currently set at 2000.

The operations of the New Plant have improved significantly; however, we are not yet in full compliance with our lab testing. PureStream, the manufacturer of the New WWTP, visited the WWTP the week of 5/19 to review the plant’s operations with Delaware Engineering and our team. The blowers need to be optimized and the current temporary pumps for the EQ tank will be replaced and made permanent. The weirs were adjusted but they were not optimal so they will be replaced. The “bugs” were measured at 2600 on 5/29.

Engineer/Operator Robert Flores is making a drawing showing all modifications done and proposed to submit to DEC and DOH for approval.

The flow out of the discharge pipe is clear and steady.

Regarding odor issues, in May we had 4 odor complaints – two the same day/time: 5/1/25 – 21 Smith St., 6:25am – 10 minutes then gone 5/10/25 – 38 Cambridge St. & 20 Smith St. 8:30/8:45pm – “smells like sewer” “rotten eggs” 5/21/25 – 20 Amherst – 8:45pm – sewer smell

The odor issues seem to come when there is a surge of wastewater going through the WWTP – which is what was happening 5/1 & 5/10. The one from 5/21 at 20 Amherst is not clear – the residence is located on the far side of Cambridge Dr & Kent Rd. When checked, all was in good order at the WWTPs. It remains to be seen, but so far, especially with the Old Plant now back in operation, the odor complaints have reduced, and the odor doesn’t appear to last long.

Regarding the concerns for the wetlands and erosion of the sub-tributary, DEC sent a team from their restoration group to do a site visit of the Environmental Easement area on the WWTP parcel on May 15[th] . This site is located on the parcel owned by the Village where the WWTPs are located. DEC followed up with a letter dated June 2 responding to questions about the Notice of Violation, SPDES Permit Renewal, Wetland Concerns, Perx Property Cleanup Environmental Remediation, reporting on their site visit, and Health Concerns. They indicated that they did not observe any erosion around the WWTP outfall. They also reported that during the remedial program, it was determined that this site does not pose a significant threat and “further

sampling and remediation are not planned at this time. The contaminant source area was removed, and any residual contaminant concentrations in the wetland were detected below the residential soil cleanup objectives and sediment guidance values.”

We had our third public information meeting on June 5[th] where the above information was shared with the public. Graphs of the lab results for the WWTPs were shared from 2021, when the Village acquired the Old Plant, through May 2025. A timeline of odor complaints and action taken was also shared.

I also have met with and received operator proposals from two companies. Another company said they were too busy. We will reach out to one or two more companies before we present a recommendation to the Board.

We have been sampling weekly since the beginning of April and will continue until we have several weeks of full compliance.

Changes between versions

2025-02-282025-04-14
clerical+024

The document title and header date have been updated.

  • Title changed from 'Wastewater Facility Operation Report for the Month of February 2025' to 'Village of Red Hook Wastewater System — February 2025'
  • Document date changed from '2025-02-28' to '2025-04-14'
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|||||||**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|**_Village of Red Hook Wastewater System_**|||||| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||||**_Red Hook Commons_**||||||||**_Village of Red Hook_**||||| |_Average Daily Flow :_|||_0.007 MGD (Million Gallons per Day)_|||||||||_0.036 MGD (Million Gallons per Day)_||||| ||||||**_Required Samples_**|||**_Result- Old Plant_**||||**_Result- New Plant_**||**_Compliance_**||| ||||||_CBOD_|||||15 mg/L||62 mg/L||5 mg/L||| ||||||_TSS_|||||13.7 mg/L||110 mg/L||10 mg/L||| ||_February 2025_||||_NH3_|||||4.9||58.2|0.98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May 31)|||| ||||||_Fecal Coliform_|||||2420/100 mL||2420/100 mL||200/100 mL||| ||||||_Dissolved Oxygen_|||||2.0 mg/L||2.3 mg/L|7.0 mg/L Minimum|||| ||||||_TKN_|||||7.8mg/L||58.2mg/L|0.4 mg/L Minimum|||| ||||||||**_Deficiencies_**|||||||||| |_Sand Filter - Red Hook_<br>_Commons_||_Sand Filters have never been rebuilt_||_or media replaced. To_||_be reviewed and incorporated into the planning for the Sewer Phase II project._||||||||||| |_Backflow Prev. Replacement -_||<br>_Facilities backflow Preventor in need of replacement._||||||||||||||| |_Red Hook Commons_||||||||||||||||| |_UV'S - Red Hook Commons &_|||_1 UV on at new plant. C3ND will provide village with pricing on upgraded power supply for the UV system. Ethernet cable was tested and found to be unable to support the energy supply. Awaiting further guidance from_|||||||||||||| |_Village of Red Hook_||_Enaqua._||||||||||||||| |_Treatment Plant Cleaning_||_Work Completed by Village & C3ND_||||||||||||||| |**_Additional Notes:_**||||||||||||||||| |||||||||||||||||| | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | 92-15-7 (7/91)-27c | | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION | | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | DIVISION OF WATER | | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | Page 1 of 4 | | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | **WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF** | | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | February | | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | 2025 | SPDES PERMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION **NY--** 0271420 Village of Red Hook Sewer Village of Red Hook 7467 S Broadway Red Hook, NY12571 |Day|Date|Daily<br>Precip<br>in/day|<br>VOLUME OF SEWAGE TREATED|||<br> <br>TEMPERATURE (ºF.)||<br> <br>pH (S.U)||||<br>SETTLEABLE SOLIDS||<br>B.O.D.5||||SUSPENDED SOLIDS|||| ||||Inst.Max.<br>MGD|Daily<br>Average<br>MGD|Inst. Min<br>MGD|Influent<br>(2)|Effluent<br>(2)|Influent<br>Minimum|Influent<br>Maximum|Effluent<br>Minimum|Effluent<br>Maximum|Influent<br>Maximum|Effluent<br>Maximum|Influent<br>Type||Effluent<br>Type||Influent<br>Type||Effluent<br>Type|| |Sat|01|0.52||0.033||46|48||7.1||7.3|30|<0.1||||||||| |Sun|02|0.00||0.004)||48|47||7.3||7.5|30|<0.1||||||||| |Mon|03|0.14||0.031)||46|47||7.3||7.4|28|<0.1||||||||| |Tue|04|0.00||0.035)||47|49||7.1||7.5|3|<0.1||||||||| |Wed|05|0.00||0.042)||48|47||7.4||7.7|2|<0.1||||||||| |Thur|06|0.00||0.035)||48|47||7.5||7.5|40|<0.1||||||||| |Fri|07|0.22||0.054)||49|48||7.0||7.4|25|<0.1|||62||||110|| |Sat|08|0.00||0.034)||48|48||7.6||8.0|35|<0.1||||||||| |Sun|09|0.38||0.031)||48|46||8.2||7.8|40|<0.1||||||||| |Mon|10|0.00||0.053)||50|49||7.7||7.5|80|<0.1||||||||| |Tue|11|0.00||0.031)||49|48||7.7||7.6|70|<0.1||||||||| |Wed|12|0.00||0.036)||48|47||7.8||7.4|65|<0.1||||||||| |Thur|13|0.11||0.044)||47|47||7.6||7.5|75|<0.1||||||||| |Fri|14|0.00||0.024)||48|47||7.8||7.4|110|<0.1||||||||| |Sat|15|0.00||0.026)||47|47||7.6||7.5|130|<0.1||||||||| |Sun|16|0.11||0.021)||48|47||7.7||7.7|140|<0.1||||||||| |Mon|17|0.62||0.006)||48|48||7.7||7.5|200|<0.1||||||||| |Tue|18|0.82||0.052)||47|47||7.8||7.6|200|<0.1||||||||| |Wed|19|0.00||0.042)||48|47||7.8||7.4|330|<0.1||||||||| |Thur|20|0.00||0.046)||47|47||6.7||7.3|360|<0.1||||||||| |Fri|21|0.00||0.053)||47|47||6.7||7.4|15|<0.1||||||||| |Sat|22|0.00||0.030)||53|54||6.6||7.7|0|<0.1||||||||| |Sun|23|0.00||0.044)||48|49||6.5||7.7|0|<0.1||||||||| |Mon|24|0.00||0.041)||50|48||6.9||7.7|130|<0.1||||||||| |Tue|25|0.00||0.040)||48|48||7.4||7.5|25|<0.1||||||||| |Wed|26|0.00||0.040)||48|49||6.7||7.4|6|<0.1||||||||| |Thur|27|0.02||0.038)||46|48||6.6||7.3|0|<0.1||||||||| |Fri|28|0.30||0.044)||48|50||6.6||7.5|5|<0.1||||||||| ||01||||||||||||||||||||| ||02||||||||||||||||||||| ||03||||||||||||||||||||| | Total | - | Total | - | Monthly | - | Average | - | - | - | - | - | Monthly | Monthly | 30 day flow-weighted avg (1) | - | - | - | 30 day flow-weighted avg (1) | | Precip. | - | Precip. | - | Average | - | Influent | - | Minimum | - | - | - | Maximum | Maximum | Inf.(mg/l) Eff.(mg/l) Rem.% | - | - | - | Inf.(mg/l) Eff.(mg/l) Rem.% | | Monthly | - | 3.24 | - | 0.036 | - | Average | - | Maximum | - | - | - | - | - | - | - | - | - | - | | Average | - | - | - | - | - | Effluent | - | Minimum | - | - | - | - | - | - | - | - | - | - | | Average | - | - | - | - | - | - | - | Maximum | - | - | - | - | - | - | - | - | - | - | | Influent | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Average | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Effluent | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Minimum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Minimum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | Maximum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 3.24 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 0.036 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 48 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 48 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 6.5 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 8.2 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 7.3 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | | 8.0 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||48|48|6.5|8.2|7.3|8.0|360.0|<0.1||62||#DIV/0!||110<br>||#DIV/0!| |||||||||||||30 Day Quanity||18.65<br>lbs/day||||33.09<br>lbs/day|||| ||||||||||| |---|---|---|---|---|---|---|---|---|---| |FACILITY MAILING ADDRESS (Street, City, State, Zip code)<br>14 Old Route 199 Red Hook, NY 12571||||||TELEPHONE NUMBER<br>845-244-0129||CHIEF OPERATOR'S NAME<br>C3ND ENVIRONMENTAL|CERTIFICATION GRADE<br>2A| |||TOTAL PHOSPHORUS(mg/l)||Ultra Violet||FECAL COLIFORM|REMARKS<br>Enter any other comments, observations, operating problems, equipment failure, etc||| |Day|Date|Influent<br>Type|Effluent<br>Type|MW/CM2<br>#1<br>#2||Effluent<br>MF or MPN/100ml|||| |Sat|01|||100%|0%||Red Hook Commons UV'S not currently working & in need of replacement of Bulb's.||| |Sun|02|||100%|0%||There has been customer complaints referencing odor from wastewater treatment plant, intial investigation<br>found that some odors are coming from odoris wastewater discharge, while other investigations have found that<br>the odor seems to be coming from the facilities EQ tank vent. The village is aware & are working on a<br>remdiation for the odors from the EQ vent line.||| |Mon|03|||100%|0%||||| |Tue|04|||100%|0%||||| |Wed|05|||100%|0%||||| |Thur|06|||100%|0%||||| |Fri|07|||100%|0%|24196|||| |Sat|08|||100%|0%||||| |Sun|09|||100%|0%||||| |Mon|10|||100%|0%||||| |Tue|11|||100%|0%||||| |Wed|12|||100%|0%||||| |Thur|13|||100%|0%||||| |Fri|14|||100%|0%||||| |Sat|15|||100%|0%||||| |Sun|16|||100%|0%||||| |Mon|17|||100%|0%||||| |Tue|18|||100%|0%||||| |Wed|19|||100%|0%||||| |Thur|20|||100%|0%||||| |Fri|21|||100%|0%||||| |Sat|22|||100%|0%||||| |Sun|23|||100%|0%||||| |Mon|24|||100%|0%||||| |Tue|25|||100%|0%||||| |Wed|26|||100%|0%||||| |Thur|27|||100%|0%||||| |Fri|28|||100%|0%||||| ||01||||||||| ||02||||||||| ||03||||||||| |||30 day flow-weighted avg.(1)<br>Influent(mg/l) Effluent(mg/l)||Monthly<br> Minimum(1) Maximum<br>0<br>1||30 day Geometric Mean (1)<br>24196|||| |||lbs/day|||||||| ||||||||||| (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. |58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2|58.2| |---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---| |||||||||||FIXED MEDIA<br>PROCESS CONTROL||ACTIVATION SLUDGE<br>PROCESS CONTROL||||| |||Dissolved<br>Oxygen||Ammonia as<br>Nitrogen||TKN as Nitrogen||Ulimate Oxygen<br>Demand||Recirculation<br>Rate|Media Effluent<br>Settleable<br>Solids|Mixed<br>Liquor<br>S.S. (MLSS)|Settleable Sludge<br>Volume (SSV) ml/l||Return Act.<br>Sludge<br>(RAS)|Waste Act.<br>Sludge<br>(WAS)| |Day|Date||Effluent||Effluent||Effluent||Effluent|M.G.D|ml/l|mg/l|30Min|60 Min|M.G.D|Gallons| |Sat|01||7.0|||||||||||||| |Sun|02||7.0|||||||||||||| |Mon|03||7.0|||||||||||||| |Tue|04||6.0|||||||||||||| |Wed|05||5.0|||||||||||||| |Thur|06||5.0|||||||||||||| |Fri|07||6.0||45.2||58.2||354|||||||| |Sat|08||7.0|||||||||||||| |Sun|09||6.0|||||||||||||| |Mon|10||5.0|||||||||||||| |Tue|11||5.0|||||||||||||| |Wed|12||5.0|||||||||||||| |Thur|13||6.0|||||||||||||| |Fri|14||6.0|||||||||||||| |Sat|15||6.0|||||||||||||| |Sun|16||7.0|||||||||||||| |Mon|17||5.0|||||||||||||| |Tue|18||5.0|||||||||||||| |Wed|19||5.0|||||||||||||| |Thur|20||5.0|||||||||||||| |Fri|21||5.0|||||||||||||| |Sat|22||3.0|||||||||||||| |Sun|23||5.8|||||||||||||| |Mon|24||5.9|||||||||||||| |Tue|25||5.0|||||||||||||| |Wed|26||5.0|||||||||||||| |Thur|27||3.3|||||||||||||| |Fri|28||2.3|||||||||||||| ||01|||||||||||||||| ||02|||||||||||||||| ||03|||||||||||||||| ||||5.4|||||||||||||| |||||lbs/day||lbs/day||0.000<br>lbs/day||||||||| ## **Effect on Receiving Stream** ||||| |---|---|---|---| |**Effect on Receiving Stream**<br>Name and amount of chemicals used in treatment process<br>Sludge Removal from Plant:|||| | NAME OF RECEIVING STREAM | - | - | - | | - | - | - | - | | - | - | - | during month. | | - | - | - | a. Amount | | - | - | - | gallons | | - | - | - | a. Chlorine | | - | - | - | lbs. | | - | - | - | b. Solid Content | | - | - | - | % | | - | - | - | b. Sodium Hypochlorite | | - | - | - | gal. | | - | - | - | c. | | - | - | - | Volatile Solids Content | | - | - | - | % | | - | - | - | c. soda Ash | | - | - | - | lbs. | | - | - | - | d. Disposal Site | | - | - | - | Superior Sanitation | | - | - | - | d. | | - | - | - | lbs. | | - | - | - | e. | | - | - | - | lbs. | | - | - | - | f. | | - | - | - | lbs. | | - | - | - | Amount of electrical power consumed | | - | - | - | Other Solid Waters: | | - | - | - | a. Commercial | | - | - | - | kilowatt hours | | - | - | - | a. Screening | | - | - | - | cubic feet | | - | - | - | b. Stand-by | | - | - | - | kilowatt hours | | - | - | - | b. Grit | | - | - | - | cubic feet | | - | - | - | c. | | - | - | - | Ashes | | - | - | - | tons | | - | - | - | Amount of fuel consumed | | - | - | - | d. | | - | - | - | a. Natural Gas | | - | - | - | cubic feet | | - | - | - | e. | | - | - | - | b. Oil | | - | - | - | gallons | | - | - | - | f. | | - | - | - | c. Gasoline | | - | - | - | gallons | | - | - | - | g. Disposal Site Private hauler | | - | - | - | d. Coal | | - | - | - | tons | | - | - | - | e. Digester Gas | | - | - | - | cubic feet | | - | - | - | f. | | - | - | - | Propane | | - | - | - | gallons | | - | - | - | Digester Gas Wasted | | - | - | - | cubic feet | | - | - | - | Labor expended: | | - | - | - | POSITION NAME | | - | - | - | NUMBER FULL TIME | | - | - | - | NUMBER PART TIME | | - | - | - | TOTAL HOURS | | - | - | - | Supervisor | | - | - | - | Chief Operator | | - | - | - | Operator | | - | - | - | Mechanic | | - | - | - | 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 | | - | - | - | herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. | | - | - | - | Signature of Chief Operator or Designated Facility Representative | |DATE<br>STATION|PARAMETER|RESULT|| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| ||||| **==> picture [650 x 487] intentionally omitted <==** **----- Start of picture text -----**<br> 92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION<br>DIVISION OF WATER Page 1 of 4<br>WASTEWATER FACILITY OPERATION REPORT FOR THE MONT February 2025<br>SPDES PERMIT FACILITY NAME FACILITY OWNER FACILITY LOCATION<br>NY-- 0271420 Village of Red Hook Sewer Village of Red Hook 7467 S Broadway Red Hook, NY12571<br>VOLUME OF SEWAGE TREATED TEMPERATURE (ºF.) pH (S.U) SETTLEABLE SOLIDS B.O.D.5 SUSPENDED SOLIDS<br>Daily Daily<br>Precip Inst.Max. Average Inst. Min Influent Effluent Influent Influent Effluent Effluent Influent Effluent Influent Effluent Influent Effluent<br>Day Date in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type<br>Sat 01 0.52 0.012 48 49 7.6 8.0 28.0 <0.1<br>Sun 02 0.00 0.079 44 43 7.0 7.2 6.0 <0.1<br>Mon 03 0.14 0.005 52 50 8.0 7.8 35.0 <0.1<br>Tue 04 0.00 0.008 48 51 7.7 7.7 30.0 <0.1<br>Wed 05 0.00 0.001 50 49 7.8 7.5 30.0 <0.1<br>Thu 06 0.00 0.003 51 50 7.7 7.7 35.0 <0.1<br>Fri 07 0.22 0.005 53 51 7.6 7.6 25.0 <0.1 15 14<br>Sat 08 0.00 0.007 51 52 7.7 7.7 30.0 <0.1<br>Sun 09 0.38 0.006 53 51 7.6 7.6 25.0 <0.1<br>Mon 10 0.00 0.002 52 52 7.6 7.7 30.0 <0.1<br>Tue 11 0.00 0.003 51 51 7.7 7.7 35.0 <0.1<br>Wed 12 0.00 0.005 52 51 7.7 7.7 32.0 <0.1<br>Thu 13 0.11 0.001 51 50 7.6 7.5 25.0 <0.1<br>Fri 14 0.00 0.002 51 51 7.6 7.6 40.0 <0.1<br>Sat 15 0.00 0.005 51 51 7.6 7.5 35.0 <0.1<br>Sun 16 0.11 0.006 50 50 7.7 7.6 25.0 <0.1<br>Mon 17 0.62 0.003 56 50 7.7 7.5 25.0 <0.1<br>Tue 18 0.82 0.001 53 49 7.6 7.4 20.0 <0.1<br>Wed 19 0.00 0.003 52 50 7.6 7.6 34.0 <0.1<br>Thu 20 0.00 0.001 50 49 7.6 7.5 35.0 <0.1<br>Fri 21 0.00 0.001 52 50 7.7 7.8 25.0 <0.1<br>Sat 22 0.00 0.005 57 55 7.7 7.5 28.0 <0.1<br>Sun 23 0.00 0.001 52 52 7.8 7.7 17.0 <0.1<br>Mon 24 0.00 0.004 51 50 7.7 7.7 24.0 <0.1<br>Tue 25 0.00 0.005 52 53 7.8 7.7 48.0 <0.1<br>Wed 26 0.00 0.006 54 50 7.8 7.7 38.0 <0.1<br>Thu 27 0.02 0.005 53 51 7.7 7.8 25.0 <0.1<br>Fri 28 0.30 0.016 57 51 8.0 7.7 23.0 <0.1<br>01<br>02<br>03 <0.1<br>Total Monthly Average Average Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l)<br>Precip. Average Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum Inf.(mg/l) Eff.(mg/l) Rem.% Rem.%<br>3.24 0.007 52 50 7.0 8.0 7.2 8.0 48.0 <0.1 15 #### 14 ####<br>30 Day Quanity 0.91 lbs/day 0.83 lbs/day<br>**----- End of picture text -----**<br> **==> picture [564 x 462] 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 25% 0% Red Hook Commons UV'S not currently working & in need of replacement of Bulb's.<br>There has been customer complaints referencing odor from wastewater treatment plant, intial<br>investigation found that some odors are coming from odoris wastewater discharge, while other<br>investigations have found that the odor seems to be coming from the facilities EQ tank vent. The<br>Sun 02 25% 0% village is aware & are working on a remdiation for the odors from the EQ vent line.<br>Mon 03 25% 0%<br>Tue 04 25% 0%<br>Wed 05 25% 0%<br>Thu 06 25% 0%<br>Fri 07 25% 0% 2419<br>Sat 08 25% 0%<br>Sun 09 25% 0%<br>Mon 10 25% 0%<br>Tue 11 25% 0%<br>Wed 12 25% 0%<br>Thu 13 25% 0%<br>Fri 14 25% 0%<br>Sat 15 25% 0%<br>Sun 16 25% 0%<br>Mon 17 25% 0%<br>Tue 18 25% 0%<br>Wed 19 25% 0%<br>Thu 20 25% 0%<br>Fri 21 25% 0%<br>Sat 22 25% 0%<br>Sun 23 25% 0%<br>Mon 24 25% 0%<br>Tue 25 25% 0%<br>Wed 26 25% 0%<br>Thu 27 25% 0%<br>Fri 28 25% 0%<br>Sat 01<br>Sat 02<br>Sat 03<br>30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean (<br>Influent(mg/ Effluent(mg/l Minimum(1)Maximum<br>0 0 2419<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 [635 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 6.0<br>Sun 02 6.0<br>Mon 03 6.0<br>Tue 04 6.0<br>Wed 05 6.0<br>Thu 06 6.0<br>Fri 07 7.0 4.9 7.8 <57.6<br>Sat 08 2.0<br>Sun 09 6.0<br>Mon 10 6.0<br>Tue 11 6.0<br>Wed 12 6.0<br>Thu 13 6.0<br>Fri 14 6.0<br>Sat 15 7.0<br>Sun 16 7.0<br>Mon 17 6.0<br>Tue 18 7.0<br>Wed 19 6.0<br>Thu 20 6.0<br>Fri 21 7.0<br>Sat 22 7.0<br>Sun 23 7.0<br>Mon 24 7.0<br>Tue 25 7.0<br>Wed 26 8.0<br>Thu 27 7.0<br>Fri 28 7.0<br>Sat 01 5.0<br>Sat 02 5.0<br>Sat 03 5.0<br>lbs/day lbs/day 0.000 lbs/day<br>**----- End of picture text -----**<br> **==> picture [624 x 481] 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>

Recurring pattern

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