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Fleetwood ----~._-~-- ~----~--- - 'r'~', ,,:"ce. <C:.~:..:.".., '7 r;::--:; :----, L,' .' "" \. 1=:?j) 9~15-7 (11/95)- 27c New York State Department of Environmental Conservation Pag 1 cf4 Division of Water I i JUL 26 1"'1:-,,-, I WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF June 2011 I !~ 0 i I SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILll ;" !.9C4..'J;i9t)1 '. , .,;'-<". ~- ~ _.. . NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers ' ....j" ~ " 'FllietwoOd1)rlV'g>"' L '. \i t.J ,- i"''1. I VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mill) T~"J MMl (~I . Ul:W6pendedij"lidS(mlll) T Daily Precip. InstMax. Diy Average. InstMin. Influent Effluent Influent Influent Effluent Effluent '. Influent Effluent ~k'c I Effluent DAY DATE in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum MClXimum MaXirnum Maximum Type . .... Type. Type Type 1 0.026 68 68 7.5 7.2 4.0 <.1 2 0.027 68 68 7.3 7.0 6.0 <.1 3 0.020 67 68 7.5 6.7 3.0 <.1 4 0.021 68 67 7.4 7.2 8.0 <.1 5 0.040 68 67 7.3 7.0 10.0 <.1 6 0.016 70 72 7.4 7.1 3.0 <.1 7 0.024 70 68 7.6 7.1 4.5 <.1 8 0.020 68 70 7.3 7.2 3.0 <.1 530 2 300 11 9 0.47 0.027 70 71 7.4 7.0 6.0 <.1 10 0.015 73 72 7.3 7.5 8.0 <.1 11 0.63 0.021 70 70 7.1 7.3 10.0 <.1 12 0.19 0.033 70 69 7.1 7.3 12.0 <.1 13 0.019 66 68 7.4 7.2 5.0 <.1 14 0.03 0.021 65 68 7.3 7.1 7.0 <.1 15 0.022 64 66 7.5 7.2 3.0 <.1 16 0.81 0.021 68 70 7.3 7.4 8.0 <.1 17 0.27 0.025 68 70 7.3 7.1 5.0 <.1 18 0.024 70 70 7.4 7.1 10.0 <.1 19 0.030 70 69 7.3 7.3 6.0 <.1 20 0.021 68 67 7.3 7.2 7.0 <.1 21 0.024 69 70 7.3 7.1 5.0 <.1 22 0.72 0.030 70 70 7.4 7.0 3.0 <.1 23 1.43 0.037 69 70 7.6 6.9 4.5 <.1 24 0.07 0.034 68 69 7.5 7.0 5.0 <.1 25 0.028 69 69 7.5 7.0 7.0 <.1 26 0.031 69 70 7.5 6.9 10.0 <.1 27 0.026 68 68 7.3 7.1 16.0 <.1 28 0.44 0.031 70 70 7 7.2 25.0 <.1 29 0.029 70 70 7.3 6.9 8.0 <.1 30 0.027 69 68 7.3 7.0 6.0 <.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(mgn) eff.(mgJl) inf.(mgn) eff.(mgn) 5.06 0.026 69 69 7.0 7.6 6.7 7.5 25.0 <0.1 530 2 300 11 %Rem.-> 100 %Rem.-> 96 30 Day Average Quantity Loading (1) 0 IbsJday 2 Ibs/day 1\ Refer to Januarv 1994 edition of DMR Manual for comD/eti~ the Dischame Monilori~ Re~rt for the national Pollutant Dischame Elimination ."""tem fNPDESI for nroCedures to calculate loadinas. arithmetic mean neometric Mean. maximum mnimum, percent removar: etc '-../ lJ IT I emperature IS measurea more man once a aay, repon me average Tor me cay 'OTE: Refer to current SPOES permit for specific monitOring requirements. Sample type for temperature, PH and settleable solids is grab Page 2 of 4 '. FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE c/o Camo ,1610 RT.376 Wappingers Falls.NY 12590 845463-7310 CAMO POLLUTION CONTROL,INC. lA TOTAL PHOSPHORUS{mgll) CHLORINE RESIDUAl FECAL COLIFORM Influent Effluent Effluent mgll Effluent REMARKS DAY DATE Type Type Minimum Maximum MF or MPNll 00m1 Enter any other comments, observations, operating problems, .,quipment failures, etc. .. 0 1 1.7 0 2 1.0 0 3 1.4 0 4 1.3 0 5 1.3 0 6 2.0 i 0 7 1.4 0 8 1.9 < 2 monthly samples taken 0 9 1.5 0 10 1.0 Flush cI2 system 0 11 1.8 0 12 1.8 0 13 1.3 0 14 0.8 0 15 0.8 0 16 1,8 0 17 0.7 0 18 0.5 0 19 1.3 0 20 0.8 Flush cl2 system 0 21 1.7 0 22 0.8 0 23 0.8 0 24 0.9 0 25 1,0 0 26 0.8 0 27 0.8 0 28 0.8 Flush cl2 system 0 29 1.0 0 30 1.4 31 ; 30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(l} Influent mgll Effluent mgll Minimum(1) Maximum(l) #DIV/O! #DIV/O! <2 0.5 2.0 Ibslday #DIV/Ol #DIV/O! ,1) Refer to January 1994 edition of DMR Manual for completing the DIscharge Monitoring Report for the national PoHutant DIscharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, m2J(lmum, ninimum, percent removal, ete 'lOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab I' 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 5.5. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge ~AS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mln mgn 30 Minutes 30 minutes M.G.D. Ibslday 0 1 2.5 240 360 0 2 2.9 240 300 0 3 3.0 250 300 0 4 3.1 0 5 3.0 0 6 2.0 0 7 0.8 220 270 0 8 2.3 240 300 0 9 2.0 220 270 0 10 1.8 0 11 2.2 0 12 2.0 0 13 1.6 300 320 0 14 3.1 250 270 0 15 3.2 0 16 3.0 0 17 2.7 0 18 3.5 0 19 3.4 0 20 2.3 250 300 0 21 2.5 0 22 2.8 210 250 0 23 3.0 220 280 0 24 3.0 0 25 2.8 0 26 3.0 0 27 2.4 230 320 0 28 2.6 200 280 0 29 2.8 200 250 0 30 2.7 200 260 31 10day lrithmetic nean (1) 10 Day Average luantity oading (1) , Ibsldav Ibsldav Ibs/dav Ibslda Page 3 of 4 I} Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, linimum, percent removal, ete Page 4 of 4 IUfect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant: Name of Receiving Stream during month: a. amount 4,500 gals. a. Chlorine 124.0 gals. b. solid content b. Ibs. c. Volitile Solisd Content Date Station Parameter Resun c. Ibs. d. Disposal Site: Coppolla Services Inc. d. Ibs. e. Ibs. 1. Ibs. Amount of ecectrical nower consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Screeninos 10.30 oals. 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 oallons o. Disposal Site Roval Cartino d.Coal. tons e. Dinester Gas cubic feet f. propane gallons Dioester Gas Wasted Labor expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS I Camo Pollution Control,lnc. 42.00 1- Septage, holding tank waste and portable toilet waste Total Max day volume (Gal.) 2- All other wastes Total Max day 3- Number of Part 364 haulers currently approved to transaort wastes to this POTW I.SePlaoe,etc I I I I hereby affirm under penany of periury that information orovided on this form is true to the best of mv knowledge and belief. False statements I. All others made herein are ou'*A""le as a Class A misdemeano'rnursuant to Section 210.45 of the Penal Law. I I I fjf(l 0,.. .(~ P k OAAJt4I/t; , -I '7 122..- Z (: i I Signature of Chief Operator or Designated Facilitv Representati.fe Date ENVIRONMENTAL LABWORKS~ INC. PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 June 14, 2011 RECEIVED JUN 1 5 2011 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 6/8/11. Date Collected: Time Collected: Collected By: 6/8/11 8:00am-1:00pm Composite Camo - MY Date Analyzed: 6/5/11 - Fecal 3:50pm MFL 6/9/11 - BOD 11:10am LB Sample 10: 06081130 PARAMETER LOCATION RESULTS METHOD Influent 530 mg/L SM18, 5210 Winkler Secondary #1 11. 3 mg/L Secondary #2 14.8 mg/L Effluent <2.0 mg/L Influent 300 mg/L SM18, 25400 Secondary #1 8.5 mg/L Secondary #2 9.5 mg/L Effluent 10.5 mg/L Influent 250 mg/L Secondary #1 8.5 mg/L Secondary #2 8.0 mg/L Effluent 9.5 mg/L Effluent <2.0 CFU/lOOml SM18, 92220 BOD 5 Day Total Susp. Solids Volatile Susp. Solids Fecal Coliforms 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. Thank you~ .~ ~C\..,XJO Anthony J. Falco Laboratory Director Page 1 of 1