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Fleetwood .....j 2:15-7 (11195)- 27c New York State Department of Environmental Conservation Page1of4 Division of Water "'ASTEWATER FACILITY .oPERATION REP.oRT F.oR THE M.oNTH .oF May 2012 ;PEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION IY-0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mill) B.O.[) ~ (rnlllj S.u~~nllEld Sollll.5<rTililj Daily Preap. Inst.Max. Ply Average. Inst.Min. Influent I..... Efflu~nt .... Influent Influent Effluent Effluent Influent ,Ef!ll!errt< .... lnf1uerrt ,'efflU!lr:\t In~uElm... ,.Effluerrt. DAY DATE . inldllV MGD MGD MGD (2) .... ,'. (2) Minimum Maximum Minimum Maximum . Maximum Maximlim TYpe .Tliri.. TyPe '. .,"fype'" 1 0.08 0.042 58 58 7.4 7.3 2.5 <0.1 2 0.31 0.037 59 61 7.3 6.6 3.5 <0.1 3 0.39 0.034 60 61 7.3 6.6 5.0 <0.1 4 0.034 59 62 7.4 6.8 8.0 <0.1 5 0.049 60 61 7.5 7.0 4.5 <0.1 6 0.034 60 62 7.5 7.2 2.0 <0.1 7 0.02 0.041 62 62 8.0 6.9 20.0 <0.1 8 0.18 0.035 61 62 7.9 7.3 6.0 <0.1 9 0.27 0.043 60 62 7.5 7.2 10.0 <0.1 129 2 156 6 10 0.032 60 62 7.3 7.4 7.0 <0.1 11 0.034 61 62 7.5 7.1 9.0 <0.1 12 0.041 61 61 7.3 7.0 6.5 <0.1 13 0.02 0.036 62 62 7.3 7.1 4.5 <0.1 14 0.45 0.037 65 66 7.4 7.3 8.0 <0.1 - - fEll \VII~ 15 0.16 0.042 65 66 7.5 7.1 13.0 <0.1 I;:::-<I?II pUll 16 0.01 0.039 66 65 7.6 6.7 7.0 <0.1 \.I t-'~ 17 0.039 67 64 7.3 7.2 8.0 <0.1 18 0.022 67 65 7.3 7.3 3.5 <0.1 JOH n1B17 19 0.037 67 66 7.4 7.3 12.0 <0.1 20 0.042 66 64 7.5 6.0 18.0 <0.1 -. .;-;;- f'U: ,.a. A . 21 0.95 0.047 66 64 7.5 7.2 11.0 <0.1 . -. -- -- - 22 0.09 0.040 66 66 7.3 7.1 5.0 <0.1 TuvVI 1\1I I I r 'K. 23 0.041 67 68 7.3 7.3 8.0 <0.1 24 0.040 66 68 7.2 7.4 3.0 <0.1 25 0.048 68 71 7.3 7.3 9.5 <0.1 26 0.05 0.030 68 71 7.3 7.3 15.0 <0.1 27 0.050 68 71 7.2 7.1 5.0 <0.1 28 0.038 67 71 7.4 7.3 9.0 <0.0 29 0.40 0.044 69 70 7.3 7.1 5.0 <0.1 30 0.044 69 71 7.4 7.3 4.0 <0.1 31 0.032 70 70 7.4 7.2 15.5 <0.1 Total Monthly Monthly Average MonthlY Monthly Monthly 30 day flow-weighted avg (1) 30 day fIow-weighted avg (1) Preap. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJI) eff.(mgJI) inf.(mgll) eff.(mgll) 3.38 0.039 64 65 7.2 8.0 6.0 7.4 20.0 <0.1 129 2 156 6 %Rem.-> 98 %Rem.-> 96 30 Day Average Quantity Loading (1) 1 Ibslday 2 Ibslday ~ Ilnlmum, percent removal, ete 4l:l :) If lemperature IS measurea more man once a oay, reponUle avel'a{ 4~ OTE: Refer to current SPDES perm~ for specific monitoring requiremt 50 Page 2 of 4 FACILllY MAILING ADDRESS (Street, City, Zip Code) '" TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE 51 845-463.7310 CAMO POllUTION CONTROl,INC. lA TOTAL PHOSPHORUS(mg/1) ORINE RESIO 51 FECAL COLIFORM Influent Effluent Efflue 52 Effluent REMARKS . DAY DATE Type Type Minimum 51 MF or MPNl100m1 Enter any other comments, observations, operating problems, equipment failures,etc. 0 1 1.4 0 2 1.1 0 3 1.7 0 4 1.0 0 5 1.2 0 6 1.0 0 7 2.0 0 8 1.8 0 9 2.0 <2 monthly samples taken 0 10 1.7 0 11 1.7 0 12 1.9 Flush c12 system 0 13 1.6 0 14 1.9 0 15 2.0 0 16 1.5 0 17 1.7 0 18 1.8 (} 19 1.9 0 20 1.7 0 21 1.8 0 22 1.4 0 23 1.1 0 24 1.6 0 25 2.0 0 26 1.5 0 27 1.3 0 28 0.6 0 29 0.9 0 30 1.2 31 1.0 30 day f1ow-weighted avg mean(1) Monthly 30 day geometric mean(1) Influent mgn Effluent mgn Minimum(l) Maximum(l) #DIV/O! #DIY/a! < 2 0.6 2.0 Ibslday #DIV/O! I #DIV/O! .. . . 51 50 1) Refer to January 1994 edition of DMR Manual for completing file Dischaf!J8 Monitoring Report for the national PoRutanf Dischaf!J8 Elimination System (NPDES) for procedures to calculate 10a,lIngs, arithmetic mean, geometric Mean, maximum, rlinimum, percent removal, etc IOTE: Refer to current SPOES permtt for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab Page3of4 . F...._ -Sludge Process Control Process Control Recirculation Media effluent Mixed Uquor , Sellleable Sludge Retum Act. Waste Act. Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate sellleable solids 5.5. (MLSS) Volume (ssV) mill Sludge (RAS) Sludge f'NAS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgll 30 Minutes 30 minutes M.G.D. Ibslday 0 1 3.8 0 2 3.5 180 180 0 3 3.4 180 170 0 4 3.5 0 5 3.2 0 6 2.9 0 7 3.5 150 150 0 8 3.5 140 140 0 9 3.8 130 140 0 10 3.5 0 11 3.7 110 110 0 12 3.9 0 13 3.5 0 14 2.8 110 110 0 15 3.5 110 100 0 16 3.0 0 17 3.8 100 100 0 18 3.4 0 19 4.3 0 20 3.3 0 21 2.5 120 120 0 22 2.8 100 100 0 23 2.5 0 24 2.8 0 25 3.0 0 26 2.6 0 27 2.8 0 28 3.3 0 29 1.8 80 90 0 30 2.6 31 2.3 10 day lrilhmetic nean (1) 10 Day Average luantity oading (1) Ibsldav Ibsldav Ibsldav Ibslda I) Refer to January 1994 edition of DMR Manual for completing !he Discha'll" Mannoring Report for fha national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean. geometric Mean, maximum. linimum, percent removal, ete Page 4 of 4 E:ffect on Receivina Stream Name and amount of chemicals used in treatment process Sludge removal from plant: Name of Receiving Stream I I during month: a. amount 7,000 gals. a. Chlorine 93.3 gals. b. solid content I b. Ibs. c. VoIitile Solisd Content Date Station Parameter Result c. Ibs. d. Disoosal Site: Coppolla Services Inc. d. Ibs. e. Ibs. f. Ibs. Amount of ecectrical nnwer consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Sereeninas 16.45 aals. b. Stand-bv kilowatt hours b.Grit c. Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b.Oil oallons f. c. Gasoline aallons 10. DislV'lsal Sit Ro=1 Cartinn d.Coal. tons e. Dinester Gas cubic feet f. propane I gallons Digester Gas Wasted I Labor expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAl.: HOURS I .. Calllo Pollution COntrol,lnc. >~; 51.50 1- Septage, holding tank waste and portable toilet waste Total Max day lolume (Gal.) 2- All other wastes T... MaxdBt 3- Number of Part 364 haulers currently approved to transonrt wastes to this POTW I.Seotage,etc I I I I hereby affirm under penalty of perjUry that information provided on this form is true to the best of my knowledge and belief. False statements . All others made herei/\'}(~uniS1iable as a~lass ~meanor oursuant to Section 210.45 of the Penal Law. I (/I~/"~f~ C,71sf Jei;L Sianature of Chief Ooerator or Designated FacilitY Reore.tative -c/ Date ENVIRONMENTAL LABWORKS'l INC. PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 May 15, 2012 RECEIVE.>> "" riAY 1 7' 2011 Mr. Mark Yovella Camo Pollution Control 1610 Route 376 Wappingers Falls, NY 12590 @@If?)V Dear Mr. Yovella, The following are results of the analyses performed on samples from the Fleetwood STP received at the laboratory 5/9/12. Collected By: 5/9/12 8:00am-1:00pm Composite, Fecal 11:00am Camo - MY Date Analyzed: 5/9/12 - Fecal 4:10pm NP 5/10/12 - BOD 12:20pm NP Sample ID: 05091227 Date Collected: Time Collected: Fecal Coliforms LOCATION RESULTS METHOD Influent 129 mg/L SM18, 5210 Winkler Secondary #1 7.0 mg/L Secondary #2 13.8 mg/L Effluent <2.0 mg/L Influent 156 mg/L SM18, 2540D Secondary #1 3.0 mg/L Secondary #2 2.0 mg/L Effluent 6.0 mg/L Effluent <2.0 CFU/I00ml SM18, 9222D PARAMETER BOD 5 Day Total Susp. Solids The data contained in this report were obtained using EPA or other approved methodologies. This laboratory or any outside laboratory used are NYS ELAP certifies for these analyses. 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. If you have any questions or require any additional services, please do not hesitate to contact us at 845-236-7823. 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