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Fleetwood 92-15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1014 Division of Water WASTEWATERFACILlTY OPERATION REPORT FOR THE MONTH OF Mar 2012 SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers I Fleetwood Drive VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mill) I,' B.O.D5(ml/l) '. . .'.; L$tIsllEl!'ldecisorldlS(rnlll).' DailyPrllcip. Inst.Max. Diy Average. Inst.Min. Influent . Effluent , Influent .. ... Influent Effluent Effluent . Influent. Effluent ....I/lfluent. " Effluent ........'n.".'........ Effluent. DAY DATE in/day MGD MGD. MGD (2) (2) Minimum MaXimulTl Minimum Maximum '.. MaXilTlum . MaXimum . Type . Type .1;Ype.... 'TYpe'> . 1 0.04 0.043 52 51 7.5 7.1 3.0 <0.1 2 0.23 0.046 52 50 7.4 7.0 5.0 <0.1 3 0.01 0.069 51 50 7.3 7.3 7.0 <0.1 IDJI~II ~I!= Ij\\ IL-,II)\ 4 0.056 51 50 7.4 7.2 3.5 <0.1 U \.1 '--' J' =u u 5 0.052 51 51 7.2 7.1 5.5 <0.1 6 0.061 51 49 7.4 6.8 9.0 <0.1 lH ~ 9. l!. 7r1 17 7 0.056 52 50 7.3 7.2 12.0 <0.1 8 0.16 0.050 52 54 7.2 6.8 8.0 <0.1 .. ...... a.... r ,r 'AI ^... ........ 9 0.037 53 54 7.3 7.1 15.0 <0.1 - - . .... ......u ~. 10 0.038 52 52 7.3 7.3 18.0 <0.1 I UVl I~ l I 'I-l. K. 11 0.049 52 53 7.3 7.4 9.5 <0.1 12 0.035 52 54 7.3 6.9 6.0 <0.1 13 0.029 55 55 7.4 7.0 3.0 <0.1 14 0.040 55 56 7.4 7.1 2.0 <0.1 208 11 152 9 15 0.03 0.034 54 54 7.2 6.7 6.0 <0.1 16 0.02 0.033 53 55 7.5 7.0 8.0 <0.1 17 0.034 54 55 7.4 7.1 5.5 <0.1' 18 0.027 53 55 7.4 7.0 3.0 <0.1 19 0.042 55 56 7.2 6.7 12.0 <0.1 20 0.038 56 55 7.4 7.6 8.0 <0.1 21 0.027 56 58 7.3 7.0 7.0 <0.1 22 0.030 55 58 7.2 6.9 8.0 <0.1 23 0.030 57 57 7.4 7.0 10.0 <0.1 24 0.034 56 58 7.3 7.1 8.5 <0.1 25 0.024 55 57 7.4 7.0 13.0 <0.1 26 0.036 55 56 7.5 7.0 8.0 <0.1 27 0.024 54 55 7.3 6.6 12.5 <0.1 28 0.29 0.034 55 56 7.3 6.6 18.0 <0.0 29 0.033 56 58 7.4 6.6 3.0 <0.1 30 0.24 0.021 55 56 7.0 6.6 5.0 <0.1 31 0.01 0.021 54 55 7.4 7.0 4.0 <0.1 Total 0.031 Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1) Precip. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJl) eff.(mgn) inf.(mgll) eff.(mgn) 1.03 0.038 54 54 7.0 7.5 6.6 7.6 18.0 <0.1 208 11 152 9 %Rem.-> 95 %Rem.-> 94 30 Day Average Quantity Loading (1) 4 Ibslday 3 Ibslday 48 minimUm, percent removal, ate 48 (:.t:J If I emperature 1$ measurea more man once a aay. report me averaf 4J~ NOTE: Refer to current SPDES permit for specific monitortng requiremE 50 Page 2 of4 FACILITY MAILING ADDRESS (Street, City, Zip Code) '" TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE 51 845-463.7310 CAMO POLLUTION CONTROL,INC. 1A TOTAL PHOSPHORUS(mgJI) ORINE RESID 51 FECAL COLIFORM Influent Effluent Efflue 52 Effluent REMARKS DAY DATE Type Type Minimum . 51 . MF or MPN/100ml Enter any other cornments, observations" operating .problems, equipment failures, etc. 0 1 1.0 Flush cI2 system 0 2 1.1 0 3 1.4 0 4 0.9 0 5 1.9 0 6 1.0 0 7 1.9 0 8 1.8 Flush cI2 system 0 9 1.5 0 10 1.4 0 11 1.0 0 12 2.0 0 13 1.3 DEe Inspection 0 14 1.2 <2 monthly samples taken 0 15 1.5 - 0 16 1.0 0 17 1.6 0 18 1.5 0 19 1.3 0 20 1.4 0 21 1.1 0 22 1.2 Flush el2 system 0 23 1.2 0 24 1.5 0 25 1.2 0 26 0.8 0 27 1.2 0 28 1.7 0 29 1.2 0 30 1.2 31 1.6 30 day flow-weighted avg mean(1) Monthly 30 day geometric mean(1) Influent mgn Effluent mgll Minimum(1) Maximum(1) #DIV/O! #DIV/O! < 2 0.8 2.0 Ibs/day #DIV/OI #DIV/O! 51 50 (1) Refer to January 1994 edition of DMR Manual forcomplehng fhe Discharge Moniforing Repe" forfhe national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadIngs, arithmetic mean, geometric Mean, maximum, minimum, percent removal, ete NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and selUeable solids is grab Page 3 of 4 FDCedMedia Actjyated Sludge Process Control Process Control Recirculation Media effluent Mixed Liquor , Settleable Sludge Return Act. Waste Act. Sample Type: .. . Dissolved Oxygen Sample Type: Sample Type: Rate settleable solid' 5.5. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge ~AS) Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgJI 30 Minutes 30 minutes M.G.D. Ibslday 0 1 2.6 760 900 0 2 4.4 760 690 0 3 5.0 0 4 4.3 0 5 4.6 400 460 0 6 3.4 380 400 0 7 3.5 280 330 0 8 4.2 250 270 0 9 5.0 210 210 0 10 4.8 0 11 5.3 0 12 4.8 250 270 0 13 3.2 260 380 0 14 3.0 0 15 3.1 370 49 0 16 3.1 330 470 0 17 3.6 0 18 4.0 0 19 4.1 430 530 0 20 3.0 0 21 2.2 300 350 0 22 4.5 300 260 0 23 4.4 0 24 5.2 0 25 4.7 0 26 3.8 250 280 0 27 4.4 240 270 0 28 4.8 250 250 0 29 4.7 0 30 4.5 280 300 31 5.7 30 day arithmetic mean (1) 30 Day Average Quantity Loading (1) Ibs/dav Ibs/dav Ibsldav Ibslda (1) Refer to January 1994 edition of DMR Manual for completing fhe Discha~e Moniforing Repod for the neOonel Pollutant Discha~e Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean. maximum, minimum, percent removal, ate Page 4 of 4 Effect on Receivina Stream Name and amount of chemicals used in treatment process Sludge removal from plant: Name of Receiving Stream during month: a. arnount I 7,000 gals. a. Chlorine 90.3 gals. b. solid content b. Ibs. c. Volitile Solisd Content Date Station Parameter ResuK c. Ibs. d. DisDOsal Site: Coppolla Services Inc. d. Ibs. e. Ibs. f. Ibs. Amount of ececlrical Dower consumed: Other Solid Wastes: a. Commercial kilowatt hours a.Screeninas 12.50 aals. b. Stand-bY kilowatt hours b.Grit c.Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b.Oil aallons f. c. Gasoline Dallons a. DisDOsal Sit Roval Cartinn d.Caal. tons e. Diaester Gas cubic feet f. oropane I aallons Diaester Gas Wasted I Labar expended: TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME tOTAI.iHOO~S I Camo pollutlonCoIlttciJ;lnc.. ...... 5o.s0 1- Septage, holding tank waste and portable toilet waste Total Max day Volume (Gal.) 2- All other wastes Toll< MaxdllY 3- Number of Part 364 haulers currently aooroved to transnort wastes to this POTW a.SeotaQe,etc I I I I I hereby affirm under oenaKY of oeriurv that information orovided on this form is true to the best of my knowledae and belief. False statements b. All others m'd'~ ~/y;:.',"''JH:~~;-.._''o''''nm~ ~ ~I I ,F "11/"- ""lV~ 'Z SiQna1ure cI Chief Qoerator or Designated Facilitv.A'eoresentative , , Date 1<<2"." ~ fP3/tJ- ~;f/ RECEIVED MAR 2 3 2012 PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP # I 0824 ENVIRONMENTAL LABWORKSII INC. March 20, 2012 Mr. Mark Yovella Camo Pollution control 1610 Route 376 wappingers Falls, NY 12590 ~@~v Dear Mr. Yovella, The following are results of the analyses performed on samples from the Fleetwood STP received at the laboratory 3/14/12. Collected By: 3/14/12 8:00am-1:00pm Composite, Fecal 11:30am Camo - MY Date Analyzed: 3/14/12 - Fecal 3:20pm NP 3/15/12 - BOD 11:30am NP Sample ID: 03141232 Date Collected: Time Collected: Fecal Coli forms LOCATION RESULTS METHOD Influent 208 mg/L SM18, 5210 Winkler Secondary #1 17.5 mg/L Secondary #2 24.0 mg/L Effluent 11.0 mg/L Influent 152 mg/L SM18, 2540D Secondary #1 8.67 mg/L Secondary #2 13.3 mg/L Effluent 9.0 mg/L Effluent <2.0 CFU/100ml 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. Thank you, . ~ O() -)-- Anthony J. Falco C ~ Laboratory Director Page 1 of 1