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Fleetwood ^ "--, !l2-15-7 (11195)- 'rTc New York State Department of Environmental Conservation Page 1 of4 Division of Water WASTE\lVATE~.'.fACiLlT'fd~ERAtIO.N'~Ee.()Rt.r=QR;tHEcMONtf{OE.J=eb.201'~...;, ., '-,. . . '.. ... - .. . ,.-........-....... ...."...... ..." .... ......, .... ...... . .......... ". .... "',-' -," SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION Ny-0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers -- VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) :iii..... '''"'' I "[)~1Yj>~p. Inst.Max. DrYA...... Inst.Min. Influent .,.;...,,,,,,,' Effluent DAY DATE I..:'. .",rilday' MGD ,. ....~ge. MGD ;' ....!?I' Minimum . Maximum . Minimum ,:Mli>ciiiiumj, 1 0.042 51 54 7.6 7.3 3.0 <0.1 2 0.043 52 50 7.4 7.0 7.0 <0.1 3 0.059 50 50 7.4 7.2 8.0 <0.1 4 0.040 50 50 7.4 7.3 5.5 <0.1 5 0.059 49 50 7.3 7.3 6.0 <0.1 6 0.049 50 50 7.3 7.0 10.0 <0.1 7 0.044 50 50 7.2 7.3 7.0 <0.1 8 0.050 49 49 7.1 7.1 3.0 <0.1 215 3 156 17 9 0.049 50 50 7.1 7.1 4.5 <0.1 10 0.Q1 0.061 49 49 7.0 7.0 5.0 <0.1 11 0.01 0.040 50 50 7.1 7.1 4.0 <0.1 12 0.053 50 49 7.2 7.3 10.0 <0.1 13 0.040 48 49 7.3 7.1 6.5 <0.1 14 0.04 0.046 48 49 7.5 7.2 11.0 <0.1 15 0.042 49 50 7.3 7.1 7.0 <0.1 ~B ::u [i=' n n 16 0.21 0.031 50 50 7.3 7.2 6.0 <0.1 .nl{ ~IIW ~l!--V 17 0.040 51 50 7.4 7.1 7.0 <0.1 18 0.040 50 50 7.3 7.2 9.0 <0.1 . In ^ It' ^_" 19 0.060 50 50 7.2 7.1 4.0 <0.1 IYIM 1\: LI U LVI 20 0.035 51 50 7.3 7.1 6.5 <0.1 21 0.01 0.039 51 48 8.0 7.1 7.0 <0.1 UWI~ U It- '.1'./ A:-':-'I' 22 0.064 52 51 7.3 6.8 5.0 <0.1 Tf"\\A rl\l (""I r: 1_. _ DV 23 0.28 0.045 51 54 7.3 7.0 6.0 <0.1 -..... . .. ,., 24 0.36 0.071 49 52 7.2 6.9 6.0 <0.1 25 0.033 51 53 7.3 7.1 8.5 <0.1 26 0.064 50 50 7.2 7.3 10.0 <0.1 27 0.048 51 . 50 7.3 7.1 8.0 <0.1 28 0.056 50 51 7.4 7.1 3.0 <0.0 29 0.044 52 50 8.0 6.9 30.0 <0.1 30 31 Total Monthly Monthly Average MonthlY Monthly Monthly 30 day fIow.weighted avg (1) 30 day flow-weighted avg (1) Precip. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/l) eff.(mg/l) inf.(mg/l) eff.(mg/l) 0.92 0.048 50 50 7.0 8.0 6.8 7.3 30.0 <0.1 215 3 156 17 %Rem.-> 99 %Rem.-> 89 30 Day Average Quantity Loading (1) 1 Ibslday 7 Ibslday 1 inlmum, percent removal, etc 48 , IT I emperature IS measurea more man once a aay. report me avera! 4l:f :>TE: Refer to current SPDES permit for specific monitoring requiremE 50 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(mg/I) OFtINE RESID 51, - Influent Effluent Efflue ;~~.. .. ,,';: <\,/ ;......;;:,. "."';",;',' ;;, ,...J',,>.,;,'! DAY DATE Type Type Minimum '....or .:' ;;':. 0 1 2.0 0 2 1.8 Flush el2 system 0 3 1.8 0 4 1.5 0 5 1.7 0 6 1.0 chlorinating for filiments 0 7 2.0 0 8 2.0 <2 monthly samples taken 0 9 2.0 Flush el2 system 0 10 1.9 0 11 1.3 0 12 1.2 0 13 2.0 stop chlorination for filiments 0 14 2.0 0 15 1.9 0 16 2.0 Flush el2 system 0 17 2.0 0 18 1.8 0 19 1.7 0 20 1.1 0 21 1.7 0 22 1.0 0 23 1.7 Flush cl2 system 0 24 1.6 0 25 0.9 0 26 1.0 0 27 1.7 0 28 1.6 0 29 1.4 0 30 31 30 day flow-weighted avg mean(1) Monthly 30 day geometric mean(1) Influent mgn Effluent mgn Minimum(1) Maximum(1) #DIVIOI #DIVIO! <2 0.9 2.0 IbsJday #DIV/O! #DIV/O! ., . . 51 50 Page2of4 ) Refer to January 1994 edition of DMR Manual for comp/etjng fhe DischalfJe Monitoring Report for the national Pollutant DischalfJe ElImmation System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, ,""",mum, "imum, percent removal, etc - )TE: Refer to current SPDES pennit for specific monitoring requirements. Sample type for temperature, PH and selUeable solids Is grab FIlC8d Meda - Sludge _Con1rol Pnx:eosCon1rol Recirculation Media effluent Mixed Uquor I_CC~ Return Act. Waste Act. Sample Type: I".> ; Sample Type: Sample Type: Rate settleable solids 5.5. (MLSS) Ij'L3 ........iij Sludge (RAS) Sludge rNAS) Day Date Influent Effluent Influent Influent Effluent Influent Effluent M.G.D mill mg/l M.G.D. Ibslday 0 1 3.5 0 2 4.0 470 690 0 3 3.6 0 4 3.9 0 5 3.8 0 6 3.9 740 830 0 7 2.0 0 8 1.5 830 830 0 9 1.7 0 10 1.7 0 11 1.9 0 12 2.0 0 13 2.3 800 860 0 14 2.8 720 790 0 15 3.0 0 16 3.1 300 900 0 17 3.1 0 18 3.4 0 19 3.0 0 20 2.7 0 21 1.8 400 550 0 22 4.0 350 420 0 23 4.2 400 400 0 24 4.0 0 25 3.4 0 26 4.2 0 27 3.8 820 900 0 28 3.5 910 860 0 29 2.6 860 880 0 30 31 o day rithmetic lean (1) o Day Average uantily Jading (1) Ibsldav Ibslday Ibslday Ibslda Page 3 of 4 ) Refer to January 1994 edition of DMR Manual for comp/eDng fhe DischarrJe Monitoring Report for the naDona! Pollutant DischarrJe EliminaDon System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum, inimum, percent removal, etc Page 4 of4 Effect on Receivin~ Stream Name and amount of chemicals used in treatment process $i~~g~;~mgYlilfrom plant: Name of Receiving Stream during month: I 14,000 gals. 1l.CtllOnlle . 64.8 gals. b. solid content I b. Ibs. c. VoIilIle SoIisd Content Date Station Parameter ResuR c. Ibs. d. Disoosal Sije: Coppolla Services Inc. d. Ibs. e. Ibs. f. Ibs. Amount of ececIrical DOWer consumed: Other Solid Wastes: a. Commercial kilowatt hours a:;~riiricii1': 20.05 !lals. b. Stand-bY kilowatt hours b.Grit c. Ashes Amount of fuel consumed: d. a. Natural Gas cubic feet e. b.Oa oaUons f. c. Gasoline naUons n. Disnnsal Sij Roval Carlino d.Coal. tons e. Dioester Gas cubic feet f. Drooane oallons Dioester Gas Wasted Labor expended: TRUCKED WASTE RECEIVED THIS MONTH PosmON NAME NUMBER FULL TIME NUMBER PART TIME ToiAf.h-i6iJRS 1:'.:'- > .;> 47.00 1- Sepiage, holding tank waste and portable toilet waste Total Max day folume {GaD 2- All other wastes Total Max day 3- Number of Part 364 haulers currently aooroved to transoort wastes to this POTW l.Seotaoe,etc I I I I I hereby affirm under oenaRv of oeriurv that information Drovided on this form is true to the best of mv knowledoe and belief. False statements '. All others made hereklAlre Dunisbable as a Class A ursuant to Section 210.45 of the Penal Law. I Ij!{~ ~ ~l~ O/(<JJAA.. A.tI /\. ~ .3~t/t 2 Signature of Chief Operator or Designated Facility RepresUtative Date ENVIRONMENTAL LABWORKS.. INC. PO Box 733 Marlboro, NY 12542 Phone 845-236-7823 Fax 845-236-3911 ELAP #10824 February 14, 2012 RECEIVED FEB 1 6 2012 Mr. Mark Yovella Camo Pollution Control 1610 Route 376 Wappingers Falls, NY 12590 cg@~'V Dear Mr. Yovella, The following are results of the analyses performed on samples from the Fleetwood STP received at the laboratory 2/8/12. Date Collected: Time Collected: 2/8/12 8:00am-1:00pm Composite, Fecal 11:30am Camo - MY Date Analyzed: 2/8/12 - Fecal 3:45pm NP 2/9/12 - BOD 11:45am NP Sample ID: 02081240 Collected By: PARAMETER LOCATION RESULTS METHOD Influent 215 mg/L SM18, 5210 Winkler Secondary #1 19.8 mg/L Secondary #2 18.5 mg/L Effluent 2.9 mg/L Influent 156 mg/L SM18, 2540D Secondary #1 17.0 mg/L Secondary #2 13.3 mg/L Effluent 17.0 mg/L Effluent <2.0 CFU/100ml SM18, 9222D BOD 5 Day Total Susp. Solids Fecal Coli forms 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 K.c9~~C}-t Anthon~J~Falco Laboratory Director Page 1 of 1