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Wildwood 9~-15-7 (11/95)- 27c New York State Department of Environmental Conservation Division of Water WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2011 SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER NY -0037117 Wildwood(L&A)Wastewater Treatment Facility Town ofWappingers VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) Inst.Max. Dlv Averaoe. Inst.Min. Influent Effluent MGD MGD 0.098 0.099 0.102 0.102 0.088 0.081 0.070 0.092 0.090 0.085 DAY DATE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Dailv Precio. in/day 0.05 0.34 0.71 0.01 0.03 0.60 0.30 0.21 Total Precip. 2.25 0.081 0.079 0.078 0.071 0.077 0.071 0.069 0.072 0.069 0.065 0.057 0.065 0.065 0.069 0.067 0.067 0.058 0.058 0.060 0.064 0.063 Monthly Averaoe 0.075 MGD (2) (2) 18 20 20 21 20 20 21 20 23 22 18 20 19 21 20 21 21 22 22 23 19 22 21 25 22 26 18 20 20 21 19 21 20 22 19 23 21 25 25 28 20 22 24 25 26 26 25 25 26 26 21 22 20 21 20 21 22 23 22 24 23 25 Monthly Average Influent Effluent 21 23 FACILITY LOCATION pH (S.U.) SettlelOlble Solids (mill) Influent Influent Effluent Effluent Influent Effluent Minimum Maximum Minimum MaXimum Maximum Maximum 7.5 7.5 4.0 <0.1 7.6 7.6 10.5 <0.1 7.5 7.5 12.0 <0.1 7.3 7.4 20.0 <0.1 7.5 7.5 7.0 <0.1 7.8 7.7 12.0 <0.1 7.8 7.5 7.0 <0.1 7.6 7.5 15.0 <0.1 7.6 7.3 12.5 <0.1 7.5 7.3 13.0 <0.1 7.7 7.7 8.0 <0.1 7.4 7.5 10.5 <0.1 7.3 7.3 17.0 <0.1 8.0 7.4 10.0 <0.1 7.9 7.5 12.0 <0.1 8.0 7.4 14.0 <0.1 7.9 7.3 8.0 <0.1 7.4 7.8 5.0 <0.1 7.3 7.6 9.0 <0.1 7.4 7.3 12.0 <0.1 7.8 7.5 3.0 <0.1 7.6 8.5 15.0 <0.1 7.3 7.8 12.5 <0.1 7.3 7.3 16.0 <0.1 7.2 7.4 6.0 <0.1 7.6 7.5 10.0 <0.1 7.8 7.4 17.0 <0.1 7.9 7.5 7.0 <0.1 7.6 7.3 13.0 <0.1 7.3 7.4 12.0 <0.1 7.5 7.2 10.0 <0.1 Monthlv Monthly Monthly Minimum Maximum Minimum Maximum Maximum Maximum 7.2 8.0 7.2 8.5 20.0 <0.1 New Hackensack Road B.a. 0 5 (mill) Influent Type Effluent Type 194 2 30 day now-weighted avg (1) inf.(mgJl) eff.(mgll) 194 2 %Rem.-> 99 I) Refer to January 1994 edition of DMR Manual for complefing fhe Discharpe Moniforing Report for the national ~llutanf DI c linimum, percent removal, ete !J IT I emperature IS measurea more man once a cay, report me average ror me cay IOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH anc 30 Day Average Quantity Loading (1) 1.35 L.-..:;:;J L.:::/ cedures t' calculate loadings, arithmetic mean, geometric Mean, maximum, Ibslday ).-,' ettleable solids is grab . AU(i' 2 5 20U TOWN OF WAPDTI\'~~n v Page 1 of4 Suspended Solids(ml/l) Influent Effluent Type Type 192 3 inf.(mgll) 192 30 day flow-weighted avg (1) %Rem.-> 2 eff.(mgll) 3 98 Ibslday 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. 1A TOTAL PHOSPHORUS{mgll) CHLORINE RESIDUAL FECAL COLIFORM Influent Effluent Effluent man Effluent . . REMARKS DAY DATE Type Type Minimum Maximum MF or MPN/1 OOml enter any other Comments, observations, operating problems, equipment failures, ete. 0 1 1.0 0 2 1.3 0 3 0.9 0 4 1.3 0 5 0.7 0 6 2.0 2 Monthly samples taken 0 7 1.4 Flush CL2 System 0 8 1.2 0 9 1.5 0 10 1.5 0 11 1.7 0 12 1.5 0 13 1.7 0 14 1.4 Flush CL2 System 0 15 1.5 0 16 1.5 0 17 1.7 0 18 1.1 0 19 1.3 0 20 1.6 0 21 1.7 0 22 1.8 0 23 1.9 0 24 1.7 0 25 1.5 0 26 1.0 0 27 1.3 0 28 0.8 Flush CL2 System 0 29 1.5 0 30 1.6 31 0.5 30 day flaw-weighted avg meant 1 ) Monthly 30 day geometric mean(1) Influent mgll Effluent mgll Minimum(1) Maximum(1) #DIV/O! #DIV/O! 2 0.5 2.0 Ibslday #DIV/O! #DIV/O! ) 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, inirnum, percent removal. ete :>TE: Refer to current SPOES pannit for specific monitoring requirements. Sample type for temperature, PH and setUeable solids is grab Page 3 of 4 Fixed Meda Aclivated Sludge Process Control Process Control Recirculation I Media effluent Mixed Uouor Seltleable Sludoe Retum Act. Waste Act. Sample Type: Dissolved Oxygen Sample Type: I Sample Type: Rate settleable solids 5.5. (MLSS) . Volume (SSV) mill Sludge (RAS) Sludge CNAS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgn 5 M"lnutes 30 minutes M.G.D. IbsJday 0 1 4.4 720 350 0 2 4.5 0 3 4.8 0 4 4.5 0 5 4.4 850 400 0 6 4.6 800 500 0 7 4.3 820 500 0 8 4.0 0 9 4.1 0 10 4.0 0 11 4.1 850 500 0 12 3.8 0 13 4.0 0 14 4.5 850 480 0 15 4.4 0 16 4.5 0 17 4.3 0 18 4.6 920 480 0 19 4.3 0 20 4.5 0 21 5.3 550 330 0 22 5.8 440 240 0 23 5.9 0 24 5.8 0 25 5.1 0 26 4.1 650 380 0 27 4.6 700 380 0 28 5.2 500 320 0 29 5.7 0 30 5.3 31 4.8 ,0 day ,rithmetic lean (1) o Day Average luantity oading (1) Ibs/dav IbsJdav IbsJdav Ibs/da ) 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, inimum. oereent removal, ete Page 4 of4 Effect on Receivina Stream Name and amount of chemicals used in treatment process Sludge removal from plant: Name of Receiving Stream during month: a. amount I 28,000 gals. a. Chlorine 237.0 gals. b. solid content I I b. Ibs. c. Vomile Solisd Content Date Station Parameter Resu~ c. Ibs. d. Disposal Site: Coppolla Services Inc. d. Ibs. e. Ibs. f. Ibs. Amount of ecectrical power consumed: Other Solid Wastes: a. Commercial kilowatt hours a.. Screeninas 97.0 gals. b. Stand-bv I kilowatt hours b. Grit c. Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b.Oil aallons f. c. Gasoline aallons a. Disoosal Site Roval Cartina d.Coal. tons e. Diaester Gas cubic feet f. propane gallons Digester Gas Wasted Labor expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME Total Hours I I Camo Pollution Control,lnc. 43.00 1- Septage, holding tank waste and portable toilet waste Total Max day lolume (Gal.) 2- All other wastes Total Max day 3- Number of Part 364 haulers currently annroved to transnort wastes to this POTW I.Seotaoe,etc I I I 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 herein a1 1,"nishable as a CI IS emeanor oursuant to Section 210.45 of the Penal Law. I I 0 ~1(~~1I0f~~A~ Sionature ~f Chief Operator or Designated Facility "'presentative I Date ENVIRONMENTAL LABWORKS~ INC. PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 HECEIVED JUL 1 4 ZOll July 12, 2011 ~(Q)~W 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 7/6/11. Date Collected: Time Collected: Collected By: Date Analyzed: Sample 10: 7/6/11 8:00am-1:00pm Composite 1:00pm Fecal Camo - MY 7/6/11 Fecal 3:00pm MFL, 7/7/11 BOD 12:00pm MFL 07061149 Fecal Coliforms LOCATION RESULTS METHOD Influent 194 mg/L SM18, 5210 Winkler Secondary #1 7.4 mg/L Secondary #2 5.0 mg/L Effluent <2.0 mg/L Influent 192 mg/L SM18, 25400 Secondary #1 <1. 0 mg/L Secondary #2 5.0 mg/L Effluent 2.5 mg/L Influent 184 mg/L Secondary #1 <1.0 mg/L Secondary #2 5.0 mg/L Effluent 2.5 mg/L Effluent 2.0 CFU/100ml SM18, 92220 PARAMETER BOD 5 Day Total Susp. Solids Volatile Susp. Solids The results in this report apply to the samples received by analyzed in accordance with the chain of custody document. may only be reproduced in its entirety. . the laboratory, This analytical report If you have any questions or require any additional services, please do not hesitate to contact us at 845-236-7823. Thank you, ~t~~ Anthony J. Falco Laboratory Director Page 1 of 1