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Fleetwood -- 0 rPJ~(C;~~~~(I5) 92-15-7 (11/95)- 27c New York State Department of Environmental Conservation JUL- 2 2 2010 Page 1 of 4 Division of Water WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF June 2010 --...... r1\ f"\C \A1~r"\r"\T"Ir:J::D II H SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER . -F IO~. .........." NY -0021601 Fleetwood Wastewater Treatment Facility I Town of Wappingers \ JVVI\I dDrive VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) B.a. D 5 (mln) Suspended Solids(mln) Daily Precip. Inst.Max. Diy 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 1 0.14 0.021 70 79 7.1 7.5 5.0 <0.1 2 0.025 71 77 7.0 7.4 6.0 <0.1 3 0.020 72 72 7.7 7.2 3.0 <0.1 4 0.018 73 75 7.6 7.3 4.0 <0.1 5 0.10 0.020 71 73 7.6 7.1 3.0 <0.1 6 0.44 0.027 72 75 7.5 7.1 4.0 <0.1 7 0.024 69 67 7.3 7.3 7.0 <0.1 8 0.01 0.019 65 68 7.2 7.0 3.0 <0.1 9 0.36 0.025 68 66 7.3 7.0 5.0 <0.1 290 6 240 11 10 0.026 68 68 7.3 7.1 6.5 <0.1 11 0.017 70 68 8.0 7.2 12.5 <0.1 12 0.38 0.024 71 67 7.3 7.5 7.5 <0.1 13 0.03 0.030 70 67 7.4 7.5 6.0 <0.1 14 0.022 70 70 7.4 7.4 4.5 <0.1 15 0.023 70 69 7.7 7.4 11.0 <0.1 16 0.03 0.021 69 69 7.5 7.3 4.0 <0.1 17 0.024 70 70 7.2 7.6 2.5 <0.1 18 0.018 71 70 7.6 7.5 4.0 <0.1 19 0.020 71 71 7.5 7.5 0.5 <0.1 20 0.075 70 74 7.6 7.4 3.0 <0.1 21 0.019 72 72 7.5 7.3 7.5 <0.1 22 0.37 0.028 72 73 7.3 7.6 6.0 <0.1 23 0.016 73 74 7.6 7.3 1.0 <0.1 24 0.06 0.015 73 76 7.5 7.4 3.5 <0.1 25 0.011 72 75 7.6 7.6 4.0 <0.1 26 0.020 73 72 7.5 7.5 6.0 <0.1 27 0.023 72 72 7.5 7.6 5.0 <0.1 28 0.023 75 76 7.6 7.3 10.0 <0.1 29 0.019 77 77 7.5 7.3 3.0 <0.1 30 0.018 71 71 7.8 7.3 12.0 <0.1 31 Total Monthly Monthly Average Monthlv Monthly Monthly 30 day now-weighted avg (1) 30 day now-weighted avg (1) Precip. Averaoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mgn) eff.(mgJl) 1.92 0.023 71 72 7.0 8.0 7.0 7.6 12.5 <0.1 290 6 240 11 - %Rem.-> 98 %Rem.-> 96 30 Day Average Quantny Loading (1) 1.25 Ibslday 2.21 Ibslday (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination Sysft;Jm (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, ete (~J If I emperature IS measurea more Inan once a cay, report me average Tor me cay NOTE: Refer to current SPDES oermit for soecific monitorinn renuirements. Samole-tvne for temnerature. PH and settleable solids is arab _-3 Page 2 of 4 FACILITY MAILING ADDRESS (Street, C~y, Zip Code) I TELEPHONE NUMBER I I CHIEF OPERTATOR'S NAME I I CERTIFICATION GRADE c/o Camo. 1610 Rt 376 wapplngers Falls NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A TOTAL PHOSPHORUS(mgnj CHLORINE RESIDUAL FECAL COLIFORM Influent Effluent Effluent mgll Effluent REMARKS DAY DATE Tvpe Tvpe Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc. 0 1 0.8 0 2 0.9 0 3 0.7 new motor starter for gear drive 0 4 1.0 0 5 1.5 0 6 1.4 0 7 1.7 0 8 1.7 0 9 1.0 <2 MONTHLY SAMPLES TAKEN 0 10 1.0 flush cl2 system 0 11 1.0 0 12 1.8 0 13 1.4 0 14 1.5 0 15 1.7 0 16 1.6 flush cl2 system 0 17 2.0 0 18 1.8 0 19 1.8 0 20 1.7 0 21 1.5 0 22 1.2 0 23 1.2 0 24 1.5 0 25 0.8 0 26 1.3 0 27 1.4 0 2B 1.6 0 29 1.5 0 30 O.B 31 30 day flow-weighted avg meant 1) Monthly 30 day geometric mean( 1 ) Influent mgll Effluent mgll Minimum(1) Maximum(1) #DIV/OI #DIV/OI <2 ""''',' #DIV/OI #DIV/O! (1) Reter to January 1994 edition at DMR Manual for completing the Discha1!le Monitoring Report for the national Pollutant Discha1!le Elimination System (NPDES) tor procedures to calculate loadings. arithmetic mean, geomelric Mean, maximum, minimum, percent removal, ete NOTE: Reter to current SPDES permit tor specific monitorina reauirements. Samole lvee tor temperature PH and settleable solids is arab Page 30f4 Fixed Media Activated Sludge Process Control Process Control Recirculation Media effluent Mixed Uquor Settleable Sludge Return Act Waste Act. Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge (WAS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgJI 5 Minutes 30 minutes M.G.D. Ibslday 0 1 1.5 400 370 0 2 1.6 0 3 1.5 350 350 0 4 1.6 0 5 1.5 0 6 1.6 0 7 1.6 310 330 0 8 1.5 0 9 1.5 250 270 0 10 1.5 310 250 0 11 1.6 270 280 0 12 1.7 0 13 2.0 0 14 1.9 380 460 0 15 2.1 340 500 0 16 2.0 310 460 0 17 2.6 350 570 0 18 1.3 330 520 0 19 1.5 0 20 1.6 0 21 1.8 420 650 0 22 1.7 430 700 0 23 2.0 270 620 0 24 1.4 340 750 0 25 1.9 0 26 2.0 0 27 1.8 0 28 2.3 350 480 0 29 2.5 350 430 0 30 2.1 31 2.0 30 day arithmetic mean (1) 30 Day Average Quantity Loading (1) Ibsldav Ibsldav Ibs/dav Ibslda (1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for/he national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, minimum, percent removal, ate Page 4 of4 Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant: Name of Receiving Stream I during month: a. amount 15,000 gals a. Chlorine 65.00 gals. b. solid content I b. Ibs. c. Volitile Solisd Content Date Station Parameter Resuit c. Ibs. d. Disoosal Site: d. Ibs. e. Ibs. f. Ibs. Amount of ecectrical DOwer consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Screeninos 7.90 b. Stand-by kilowatt hours b. Grit c. Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b. Oil nallons f. c. Gasoline aallons 10. Disoosal Site d.Coal. tons e. Diaester Gas cubic feet f. orooane aallons Diaester Gas Wasted I labor expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FUll TIME NUMBER PART TIME TOTAL HOURS Camo Pollution Control,lnc. 47.00 1- Septage, holding tank waste and portable toilet waste Total Max day Volume IGal.\ 2- All other wastes Total Max day 3- Number of Part 364 haulers currently annroved to transnort wastes to this POTW a.Septane,etc I I hereby affirm under penaity of perjury that information provided on this form is true to the best of my knowledge and belief. False statements b. All others made herein a~nishable as a Class A . or nursuant to Section 210.45 of the Penal law. / //~.(j&...{)JI(AOA~ 7/~/1-eW I" - ~I .......-- I Sianature of Chief Operator or Desianated Facilitv Rlaresentative Date ENVIRONMENTAL LABWORKS, INC. PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 RECEIVED JUN 2 3 2010 @(Q)[9J'tf June 15, 2010 Mr. Mark Yovella Camo Pollution Control 1610 Route 376 Wappingers Falls, NY 12590 Dear Mr. Yovella, The following are results of the analyses performed on samples from the Fleetwood STP received at the laboratory 6/9/10. Date Collected: Time Collected: Collected By: Date Analyzed: Sample 10: 6/9/10 8:00-1:00 pm Camo - MY 6/9/10 - Fecal 4:45pm, 6/10/10 - BOD 11:25am 06091022 PARAMETER LOCATION RESULTS BOD 5 Day Influent 290 mg/L Secondary 1 8.8 mg/L Secondary 2 10.2 mg/L Effluent 6.0 mg/L Total Susp. Solids Influent 240 mg/L Secondary 1 12.0 mg/L Secondary 2 7.3 mg/L Effluent 10.6 mg/L Volatile Susp. Solids Influent 240 mg/L Secondary 1 12.0 mg/L Secondary 2 7.3 mg/L Effluent 10.0 mg/L Fecal Coli forms Effluent 2 CFU /1 0 Oml METHOD SM18, 5210B SM18, 25400 SM18, 25400 SM18,9222D If you have any questions or require any additional services, please do not hesitate to contact us at 845-236-7823. The results in this report apply to the samples received by the laboratory, analyzed in accordance with the chain of custody document. This analytical report may only be reproduced in its entirety. Thank you, ~-C~ Anthony J. Falco Laboratory Director Page 1 of 1