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Wildwood . [Ri~~[S~W~[Q) 1'2-15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of 4 Division of Water FE8 9. 5 7011 WASTEWATER FACILITY OPERATION REPORT FORTHE MONTH OFJan 2011 . <: ... SPEDES PRMIT NO. FACILITY NAME FACILllY OWNER F C"fm!f!o.~~~\~,r:~~ER NY -0037117 Wildwood(L&A)Wastewater Treatment Facility Town ofWappingers VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) ...pl-l(S.U.) SeWeable Solid (mill) I" :J Ulhll\l ( ",d PM;: ....~Suspen eel SoIids(mlll) DailY PreciD. Inst.Max. Dlv AveraQe. 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 0.098 15 14 7.4 7.4 5.0 <0.1 2 0.09 0.098 14 15 7.3 7.6 10.0 <0.1 3 0.094 13 10 7.4 7.4 8.5 <0.1 4 0.090 13 11 7.5 7.4 5.0 <0.1 5 0.087 13 12 7.6 7.8 10.0 <0.1 325 2.0 220 6.0 6 0.080 12 10 7.9 7.9 5.0 <0.1 7 0.16 0.087 12 10 7.6 7.6 3.0 <0.1 8 0.086 12 10 7.5 7.5 3.0 <0.1 9 0.089 10 11 7.3 7.5 16.0 <0.1 10 0.078 12 10 7.9 7.6 10.0 <0.1 11 0.42 0.076 12 10 7.8 7.3 10.0 <0.1 12 0.08 0.085 11 9 7.6 7.4 12.0 <0.1 13 0.075 11 8 8.1 7.4 15.0 <0.1 14 0.071 10 7 8.0 7.4 8.0 <0.1 15 0.081 10 7 8.0 7.5 7..0 <0.1 16 0.080 10 8 7.9 7.6 10.0 <0.1 17 0.16 0.071 11 9 7.7 7.4 15.0 <0.1 18 0.52 0.081 10 8 7.7 7.5 19.0 <0.1 19 0.04 0.083 11 10 7.6 7.4 12.0 <0.1 20 0.01 0.075 12 10 7.8 7.4 14.0 <0.1 21 0.01 0.083 11 9 7.6 7.2 10.5 <0.1 22 0.084 11 9 7.6 7.1 7.0 <0.1 23 0.080 12 8 7.3 7.2 6.0 <0.1 24 0.08 0.064 8 8 7.2 7.0 4.0 <0.1 25 0.072 10 8 7.9 7.4 12.0 <0.1 26 0.16 0.069 11 7 8.0 7.4 8.0 <0.1 27 0.080 12 9 7.3 7.2 6.5 <0.1 28 0.064 10 8 7.9 7.4 12.0 <0.1 29 0.076 9 8 7.6 7.4 8.5 <0.1 30 0.082 9 9 7.6 7.5 6.0 <0.1 31 0.070 9 8 7.5 7.2 8.0 <0.1 Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) precip. A veraQe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJI) eff.(mgll) inf.(mgll) eff.(mgll) 1.73 0.080 11 9 7.2 8.1 7.0 7.9 19.0 <0.1 325 2.0 220 6.0 %Rem.-> 99 %Rem.-> 97 30 Day Average Quantity Loading (1) 1.45 Ibslday 4 Ibslday ? '-...J I) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Ellfnma~on System (NPDES) for procedures to calculate loadings, arithmetic mean, geomemc Mean, mlllClmum, linimum, percent removal, ete :, If I emperawre 1$ measurea more Ulan once a cay, repan me average ror toe cay OrE: Refer to current SPDES pennit 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 845-463.7310 CAMO POLLUTION CONTROL,INC. lA TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAL COLIFORM Influent Effluent Effluent mall Effluent REMARKS DAY DATE Type Type Minimum Maximum MF or MPN/l00ml Enter any other comments, observations, operating problems, equipment failures, ete. 0 1 1.5 0 2 0.8 0 3 1.3 0 4 0.8 0 5 2.0 <2 Monthly samples taken 0 6 2.0 Flush CL2 System 0 7 1.7 0 8 1.8 0 9 1.7 0 10 1.9 0 11 1.9 0 12 1.8 0 13 0.9 0 14 1.1 0 15 1.4 0 16 1.6 0 17 1.3 0 18 1.3 0 19 1.5 0 20 2.0 Flush CL2 System 0 21 1.7 0 22 1.5 0 23 1.6 0 24 1.3 0 25 1.3 0 26 1.5 0 27 2.0 0 28 1.2 0 29 1.6 0 30 1.4 31 1.4 30 day flow-weighted avg mean(l) Monthly 30 day geometric mean(l) Influent mgn Effluent mgn Minimum(l) Maximum(l) #DIV/OI #DIV/OI <2 0.8 2.0 Ibslday #DIV/OI #DIV/OI 1) Refer to January 1994 edition of DMR Manual for completing the Dlscharpe Momlonng Report for the national Pollutanl Dischan;e Elm"nation Syslem (NPDES) for procedures to calculate loadings, anlhmetic mean, geomelhc Mean, mllX1mum, ninimum, percent removal, ete ~OTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab . FlXedMec:iII Activated Sludge Process Control Pr~Control Recirculation I Media effluent Mixed Unuor SetUeable Slu....e Retum Ad. Waste Ad. Sample Type: I Dissolved Oxygen Sample Type: Sample Type: Rate settreable solids 5.5. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge (WAS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mg/l 5 Minutes 30 minutes M.G.D. Ibslday 0 1 4.1 0 2 4.0 0 3 3.6 900 590 0 4 3.4 950 600 0 5 3.8 950 600 0 6 3.2 920 550 0 7 3.6 860 360 0 8 3.0 0 9 3.4 0 10 4.1 580 320 0 11 4.0 0 12 3.6 0 13 3.9 780 300 0 14 3.9 580 300 0 15 3.8 0 16 3.9 0 17 3.6 770 320 0 18 3.8 690 300 0 19 3.7 0 20 3.5 550 280 0 21 3.6 0 22 3.7 0 23 4.0 0 24 4.2 0 25 4.3 500 250 0 26 3.6 520 250 0 27 4.0 0 28 3.3 510 200 0 29 3.4 0 30 3.4 31 3.3 30 day arithmetic mean (1) 30 Day Average )uantily .oading (1) Ibsldav Ibsldav Ibs/dav Ibslda 1) Refer to January 1994 edition of DMR Manual for completing the Discha1f}e Monitoring Report for the national Pollutant Discha1f}e Elimination System (NPDES) tor procedures to calculate loadings. arithmetic mean. geometric Mean. maximum. ninimum. oercent removal ete Page 3 of 4 ~Jfect on Receivina Stream Name and amount of chemicals used in treatment process SludgeremollaJ from plant ';. Name of Receiving Stream during month: a. amount, I 21,500 gals. a.' Chlorine' 209.0 gals. b. solid content I r b. Ibs. c. Vol~ile Solisd Content Date Station Parameter Result c. Ibs. d. Disoosal S~e: Coppolla Services Inc. d. Ibs. e. Ibs. f. Ibs. Amount of ececlrical nower consumed: Other Solid Wastes: a. Commercial kilowatt hours a. Screeninas b. Stand-bv I kilowatt hours b.Grit c. Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b.Oil nallons f. c. Gasoline nallons Disnosal S~, Roval Cartino d.Coal. tons e. Dinester Gas cubic feet f. prooane aallons Digester Gas Wasted Labor expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME Tolal Hours ,: ~Camopollutlon ContrQl,lnc. ' ,,'0-: 50.00 1- Septage, hOlding tank waste and portable toilet waste , Total Max day 'olume (Gal.l 2- All other wastes To'" Moxday 3- Number of Part 364 haulers currenUy aooroved to transnnrt wastes to this POTW , Seotaoe,etc I I I I T I herebY affirm under penaltv of oeriuN that information provided on this form is true to the best of mv knowledae and belief. False statements /'I A All others made herein are s asa;Class A mis$ ntto Section 210.45 of the Penal Law. ~;;{;;:;;pn,/}/AA(//G ;7 //./?// Sianature of Chief Ooerator or Desin';ed Facimv Reor/tentative Date I Page 4 of4 ~ ~ (Q) IT~) V PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 ENVIRONMENTAL LABWORKS~ INC. January 11, 2011 HECE I \TED JAN 1 3 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 wildwood STP received at the laboratory 1/5/11. Date Collected: Time Collected: Collected By: Date Analyzed: Sample 10: 1/5/11 8:00-1:00 pm Camo - MY 1/5/11 Fecal 3:40pm MFL, 1/6/11 BOD 11:10pm LB 01051118 Fecal Coliforms LOCATION RESULTS Influent 325 mg/L Secondary #1 12.9 mg/L Secondary #2 9.4 mg/l Effluent <2.0 mg/L Influent 220 mg/L Secondary #1 8.0 mg/L Secondary #2 7.0 mg/L Effluent 6.0 mg/L Influent 220 mg/L Secondary #1 8.0 mg/L Secondary #2 7.0 mg/L Effluent 6.0 mg/L Effluent <2 CFU/100ml METHOD PARAMETER BOD 5 Days SM18, 5210 Winkler Total Susp. Solids SM18, 25400 Volatile Susp. Solids SM18,9222D 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, ..4-.~--- Anthony J. Falco Laboratory Director Page 1 of 1