| 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 : | 0.009 MGD (Million Gallons per Day | ||||||||||
| Required Samples | Result | 0.040 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 | |||||||||
| July 2023 | UOD (Ultimate Oxygen Demand) Nov 1 - May 31 | <10.5 mg/L | 34.0 mg.L | ||||||||
| NH3 | 1.3 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 July 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 Sat 01 0.00 0.047 68 68 7.5 7.8 7.7 22.0 <0.1 Sun 02 0.60 0.030 68 68 7.5 7.7 7.7 28.0 <0.1 Mon 03 0.30 0.037 68 68 7.5 7.7 7.6 20.0 <0.1 Tue 04 0.86 0.036 68 68 7.6 7.8 7.8 31.0 <0.1 Wed 05 0.01 0.043 68 68 7.7 7.8 7.7 28.0 <0.1 Thu 06 0.00 0.042 68 68 7.7 7.7 7.9 13.0 <0.1 Fri 07 0.00 0.056 69 69 7.5 7.9 7.6 36.0 <0.1 Sat 08 0.00 0.043 68 68 7.6 7.8 7.7 25.0 <0.1 Sun 09 0.00 0.033 68 68 7.7 7.7 7.6 20.0 <0.1 Mon 10 4.56 0.038 68 68 7.6 7.9 7.8 17.0 <0.1 Tue 11 0.00 0.038 69 68 7.8 7.9 7.6 26.0 <0.1 Wed 12 0.00 0.044 69 69 7.5 7.7 7.9 33.0 <0.1 Thu 13 0.00 0.052 69 69 7.7 7.8 7.7 24.0 <0.1 Fri 14 0.22 0.064 68 68 7.5 7.6 7.9 21.0 <0.1 Sat 15 0.23 0.039 68 69 7.7 7.8 7.8 23.0 <0.1 Sun 16 1.45 0.032 69 68 7.6 7.7 7.7 26.0 <0.1 Mon 17 0.19 0.032 69 69 7.5 7.8 7.7 31.0 <0.1 Tue 18 0.00 0.045 68 68 7.7 7.9 7.9 39.0 <0.1 Wed 19 0.16 0.045 68 68 7.9 7.8 7.8 24.0 <0.1 4 1 Thu 20 0.00 0.050 68 68 7.6 7.8 8.1 15.0 <0.1 Fri 21 0.01 0.053 69 68 7.7 7.8 7.7 19.0 <0.1 Sat 22 0.00 0.065 69 68 7.7 7.8 8.0 37.0 <0.1 Sun 23 0.00 0.034 69 69 7.7 7.7 7.9 12.0 <0.1 Mon 24 0.00 0.059 69 68 7.7 7.8 8.2 38.0 <0.1 Tue 25 0.00 0.049 69 68 7.7 7.8 8.0 30.0 <0.1 Wed 26 0.83 0.054 69 68 7.7 7.9 8.1 25.0 <0.1 Thu 27 0.00 0.037 69 68 7.7 7.8 8.0 28.0 <0.1 Fri 28 0.67 0.064 69 68 7.8 7.8 8.1 25.0 <0.1 Sat 29 0.01 0.046 69 68 7.8 7.8 7.9 32.0 <0.1 Sun 30 0.38 0.055 68 68 7.7 7.8 7.9 25.0 <0.1 Mon 31 0.00 0.041 68 68 7.7 7.7 7.8 27.0 <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.% 10.48 0.045 68 68 7.6 7.9 7.6 8.2 39.0 <0.1 4 #### 1 #### 30 Day Quanity 1.51 lbs/day 0.38 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 Sat 01 100% 100% Sun 02 100% 100% Mon 03 100% 100% Tue 04 100% 100% Wed 05 100% 100% Thu 06 100% 100% Fri 07 100% 100% Sat 08 100% 100% Sun 09 100% 100% Mon 10 100% 100% Tue 11 100% 100% Wed 12 100% 100% Thu 13 100% 100% Fri 14 100% 100% Sat 15 100% 100% Sun 16 100% 100% Mon 17 100% 100% Tue 18 100% 100% Wed 19 100% 100% 1 Thu 20 100% 100% Fri 21 100% 100% Sat 22 100% 100% Sun 23 100% 100% Mon 24 100% 100% Tue 25 100% 100% Wed 26 100% 100% Thu 27 100% 100% Fri 28 100% 100% Sat 29 100% 100% Sun 30 100% 100% Mon 30 100% 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 Sat 01 7.0 Sun 02 7.0 Mon 03 7.0 Tue 04 7.0 Wed 05 7.0 Thu 06 7.0 Fri 07 7.0 Sat 08 7.0 Sun 09 7.0 Mon 10 7.0 Tue 11 7.0 Wed 12 7.0 Thu 13 7.0 Fri 14 7.0 Sat 15 7.0 Sun 16 7.0 Mon 17 7.0 Tue 18 7.0 Wed 19 7.0 1.3 Thu 20 7.0 Fri 21 7.0 Sat 22 7.0 Sun 23 7.0 Mon 24 7.0 Tue 25 7.0 Wed 26 7.0 Thu 27 7.0 Fri 28 7.0 Sat 29 7.0 Sun 30 7.0 Mon 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 -----