| 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) | |||||||||||
| Required Samples | Result | 0.043 MGD (Million Gallons per Day) | ||||||||||
| Compliance | ||||||||||||
| BOD (June 1 - Oct 31) | <4.0 mg/L | 5 mg/L | ||||||||||
| TSS | <10.0 mg/L | 10 mg/L | ||||||||||
| August 2023 | UOD (Ultimate Oxygen Demand) Nov 1 - May 31 | <10.5 mg/L | 34.0 mg.L | |||||||||
| NH3 | <0.5 mg/L | 98 mg/L (June 1 - Oct 31) 1.81 mg/L (Nov 1 - May | 3 | |||||||||
| Fecal Coliform | <1.0/100 mL | 200/100 mL | ||||||||||
| Dissolved Oxygen | 7.0 mg/L | 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 | One process train is down for review of deficiencies. | |||||||||||
| 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. | ||||||||||
| Backflow Prev. | Facilities backflow Preventor in need of replacement. | |||||||||||
| R | ||||||||||||
| l | ||||||||||||
| Additional Notes: | ||||||||||||
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92-15-7 (7/91)-27c NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION DIVISION OF WATER Page 1 of 4 WASTEWATER FACILITY OPERATION REPORT FOR THE MONT August 2023 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 VOLUME OF SEWAGE TREATED TEMPERATURE (ºF.) pH (S.U) SETTLEABLE SOLIDS B.O.D.5 SUSPENDED SOLIDS Daily Daily Precip Inst.Max. Average Inst. Min Influent Effluent Influent Influent Effluent Effluent Influent Effluent Influent Effluent Influent Effluent Day Date in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type Tue 01 0.00 0.042 69 69 7.8 7.9 8.0 13.0 <0.1 Wed 02 0.00 0.048 68 69 7.7 7.7 8.0 17.0 <0.1 Thu 03 0.00 0.050 68 69 7.8 7.9 7.8 24.0 <0.1 Fri 04 0.00 0.059 69 68 7.6 7.8 8.0 15.0 <0.1 Sat 05 0.03 0.042 68 68 7.7 7.8 8.0 18.0 <0.1 Sun 06 0.00 0.034 69 68 7.8 7.8 8.0 16.0 <0.1 Mon 07 0.93 0.045 68 68 7.7 7.9 7.8 36.0 <0.1 Tue 08 0.04 0.050 69 69 7.6 7.7 7.9 20.0 <0.1 Wed 09 0.03 0.046 68 68 7.6 7.9 8.0 37.0 <0.1 Thu 10 0.00 0.044 68 69 7.8 7.8 7.8 21.0 <0.1 Fri 11 0.33 0.053 69 68 7.7 7.9 7.7 28.0 <0.1 Sat 12 0.00 0.058 68 68 7.7 7.7 7.8 25.0 <0.1 Sun 13 3.36 0.032 69 68 7.7 7.8 7.7 29.0 <0.1 Mon 14 0.00 0.044 69 69 7.5 7.8 7.9 39.0 <0.1 Tue 15 1.09 0.054 68 68 7.7 7.6 7.6 20.0 <0.1 Wed 16 0.09 0.052 68 68 7.7 7.9 7.9 33.0 <0.1 Thu 17 0.15 0.047 68 69 7.8 7.8 7.8 15.0 <0.1 Fri 18 0.35 0.070 68 68 7.7 7.9 7.8 20.0 <0.1 Sat 19 0.00 0.031 68 68 7.7 7.7 7.7 23.0 <0.1 Sun 20 0.00 0.045 68 68 7.7 7.8 7.8 26.0 <0.1 Mon 21 0.00 0.044 69 68 7.8 7.9 8.0 24.0 <0.1 Tue 22 0.00 0.047 68 68 7.6 7.8 8.2 39.0 <0.1 Wed 23 0.00 0.047 68 69 7.7 7.8 8.0 13.0 <0.1 Thu 24 0.00 0.055 68 68 7.8 7.7 8.1 37.0 <0.1 4 1 Fri 25 0.40 0.060 68 68 7.6 7.9 8.0 10.0 <0.1 Sat 26 0.07 0.038 68 68 7.7 7.7 8.2 18.0 <0.1 Sun 27 0.00 0.039 68 68 7.6 7.8 8.1 15.0 <0.1 Mon 28 0.00 0.047 68 68 7.6 7.8 8.1 29.0 <0.1 Tue 29 0.00 0.050 68 68 7.7 7.7 7.9 10.0 <0.1 Wed 30 0.31 0.049 68 68 7.7 7.7 7.8 15.0 <0.1 Thu 31 0.00 0.049 68 68 7.6 7.9 7.8 36.0 <0.1 Total Monthly Average Average Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Inf.(mg/l) Eff.(mg/l) Precip. Average Influent Effluent Minimum [Maximum] Minimum Maximum Maximum Maximum Inf.(mg/l) Eff.(mg/l) Rem.% Rem.% 7.18 0.047 68 68 7.6 7.9 7.6 8.2 39.0 <0.1 4 #### 1 #### 30 Day Quanity 1.58 lbs/day 0.40 lbs/day ----- End of picture text -----
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FACILITY MAILING ADDRESS (Street, City, State, Zip code) TELEPHONE NUMBER CHIEF OPERATOR'S NAME CERTIFICATION GRADE 14 Old Route 199 Red Hook, NY 12571 845-244-0129 C3ND ENVIRONMENTAL 2A TOTAL PHOSPHORUS(mg/l) Ultra Violet FECAL COLIFORM MW/CM2 Effluent REMARKS Influent Effluent MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failure, etc #1 #2 Day Date Type Type Tue 01 100% 100% Wed 02 100% 100% Thu 03 100% 100% Fri 04 100% 100% Sat 05 100% 100% Sun 06 100% 100% Mon 07 100% 100% Tue 08 100% 100% Wed 09 100% 100% Thu 10 100% 100% Fri 11 100% 100% Sat 12 100% 100% Sun 13 100% 100% Mon 14 100% 100% Tue 15 100% 100% Wed 16 100% 100% Thu 17 100% 100% Fri 18 100% 100% Sat 19 100% 100% Sun 20 100% 100% Mon 21 100% 100% Tue 22 100% 100% Wed 23 100% 100% Thu 24 100% 100% 1 Fri 25 100% 100% Sat 26 100% 100% Sun 27 100% 100% Mon 28 100% 100% Tue 29 100% 100% Wed 30 100% 100% Thu 31 100% 100% 30 day flow-weighted avg.(1) Monthly 30 day Geometric Mean ( Influent(mg/l Effluent(mg/l Minimum(1)Maximum 1 1 1 lbs/day ----- End of picture text -----
(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.
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FIXED MEDIA ACTIVATION SLUDGE PROCESS CONTROL PROCESS CONTROL Media Dissolved Ammonia as Effluent Mixed Return Act. Waste Act. TKN as Nitrogen [Ulimate Oxygen ] Recirculation Settleable Liquor Settleable Sludge Sludge Sludge Oxygen Nitrogen Demand Rate Solids S.S. (MLSS) Volume (SSV) ml/l (RAS) (WAS) Day Date Effluent Effluent Effluent Effluent M.G.D ml/l mg/l 30Min 60 Min M.G.D Gallons Tue 01 7.0 Wed 02 7.0 Thu 03 7.0 Fri 04 7.0 Sat 05 7.0 Sun 06 7.0 Mon 07 7.0 Tue 08 7.0 Wed 09 7.0 Thu 10 7.0 Fri 11 7.0 Sat 12 7.0 Sun 13 7.0 Mon 14 7.0 Tue 15 7.0 Wed 16 7.0 Thu 17 7.0 Fri 18 7.0 Sat 19 7.0 Sun 20 7.0 Mon 21 7.0 Tue 22 7.0 Wed 23 7.0 Thu 24 7.0 0.5 Fri 25 7.0 Sat 26 7.0 Sun 27 7.0 Mon 28 7.0 Tue 29 7.0 Wed 30 7.0 Thu 31 7.0 lbs/day lbs/day 0.000 lbs/day ----- End of picture text -----
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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge Removal from Plant: NAME OF RECEIVING STREAM during month. a. Amount gallons a. Chlorine lbs. b. Solid Content % DATE STATION PARAMETERRESULT 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 ----- End of picture text -----