Fleetwood
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112-15-7 (11/95)-- 27c New York State Department of Environmental Conservation Page 1 of4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF May 2011
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY-0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (ml/I) B.a. D 5 (mln) Suspended Solids(mUI)
I Daily Precip. Inst.Max. Diy Average. 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 0.039 58 56 7.6 7.2 10.0 <.1
2 0.038 59 58 7.3 6.9 8.5 <.1
3 0.34 0.025 58 59 7.2 7.1 7.0 <.1
4 0.40 0.045 59 60 7.3 6.9 6.0 <.1
5 0.030 59 60 7.2 7.1 11.0 <.1
6 0.020 60 61 7.3 6.8 9.0 <.1
7 0.05 0.032 60 60 7.1 6.9 15.0 <.1
8 0.030 60 60 7.1 6.7 10.0 <.1
9 0.026 58 60 7.2 6.9 8.0 <.1
10 0.027 58 58 7.4 7.0 7.0 <.1
11 0.025 58 58 7.5 6.8 12.0 <.1 211 11 163 12
12 0.034 60 60 7.5 6.7 10.0 <.1
13 0.017 61 61 7.6 7.3 9.0 <.1
14 0.18 0.023 61 61 7.3 6.9 8.0 <.1
15 0.13 0.028 60 60 7.4 7.0 7.0 <.1
16 0.35 0.025 59 60 7.3 7.5 10.0 <.1
17 0.69 0.032 60 60 7.5 7.5 3.5 <.1
18 0.59 0.032 60 62 7.5 6.8 10.0 <.1 ~.'_.' ~ ..... -.'--_._,-- -
, i
19 1.53 0.034 61 62 7.6 6.5 8.0 <.1 I . . ;,., , I
:: ,..
20 0.47 0.023 63 63 7.3 7.1 7.5 <.1 i ., , '... . -,. .> !
21 0.038 61 62 7.4 7.0 8.0 <.1 ! I
22 0.03 0.040 60 61 7.3 7.1 6.0 <.1 ; II ';1 0 "):"'" 11 i
23 0.12 0.036 61 61 7.2 7.0 4.0 <.1 ~ " - ~. I
24 0.030 62 62 7.3 6.8 6.0 <.1 j ...... . . .. "'.'. <--
i i .' ~.~- ,
25 0.036 61 62 7.2 7.0 8.0 <.1 - ,
j ",,~,~ , I
26 0.06 0.025 63 67 7.3 7.0 4.0 <.1 <.
27 0.023 64 66 7.2 7.2 7.0 <.1 - -". ..+. - ..---..:
28 0.026 63 67 7.6 7.3 3.0 <.1
29 0.22 0.032 65 67 7.3 7.6 5.5 <.1
30 0.06 0.026 66 68 7.3 7.5 12.0 <.1
31 0.026 65 68 7.4 7.2 10.0 <.1
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow.weighted avg (1) 30 day flow.weighted avg (1)
Precip. Averaqe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/l) eff.(mg/I) inf.(mg/I) eff.(mg/I)
5.22 0.030 61 62 7.1 7.6 6.5 7.6 15.0 <0.1 211 11 163 12
%Rem.-> 95 %Rem.-> 93
30 Day Average
Quantity Loading (1) 2 Ibs/day 3 Ibs/day
.> ~efer to Januarv 1994 edition of DMR Manual for comDleting the Discharoe Monitorina Renolt for the national Pollutant Discharqe Elimination System (NPDESJ for orocedures to calculate loadinas, arithmetic mean, geometric Mean, maximum,
lnlmum, percent removal, ete
, IT I emperature IS measurea more man once a aay, report me average TOr me cay
:>TE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
Page 2 of 4
FACILITY MAILING ADDRESS (Street, Crty, 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(mg/l) CHLORINE RESIDUAL FECAL COLIFORM
Infiuent Effluent Effluent mg/l Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPNI1 OOml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.0
0 2 1.1
0 3 0.8
0 4 1.0 < 2 Flush cl2 system
0 5 1.3
0 6 1.1
0 7 1.5
0 8 1.1
0 9 0.5 Chlorinating for filiments
0 10 0.9
0 11 0.8 monthly samples taken
0 12 1.0
0 13 2.0
0 14 0.7
0 15 0.8
0 16 0.8
0 17 0.5
0 18 1.1
0 19 0.9 Flush cl2 system
0 20 1.1
0 21 1.1
0 22 1.0
0 23 1.0
0 24 1.1 Flush c12 system
0 25 1.1
0 26 1.4
0 27 1.7
0 28 1.5
0 29 1.5
0 30 1.8
31 2.0 Flush cl2 system
30 day flow-weighted avg mean( 1) Monthly 30 day geometric mean(1)
Infiuent mgll Effluent mgll Minimum(l) Maximum(l)
#DIV/O! #D1V/O! < 2
0.5 2.0
Ibslday
#DIV/O! #DIV/O!
) Refer to January 1994 edItion of DMR Manual forcompletmg the Discharge Momtonng Report for the natIOnal Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, anthmetic mean, geometnc Mean, maximum,
inimum, percent removal, etc
:JTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
Fixed Media Activated 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 solids S.S. (MLSS) Volume (SSV) ml~ Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D ml~ mg~ 30 Minutes 30 minutes M.G.D. Ibs/day
0 1 2.6
0 2 2.8 220 270
0 3 3.0
0 4 2.6 350 360
0 5 3.0
0 6 2.8
0 7 3.2
0 8 3.0
0 9 2.8 550 520
0 10 3.0 620 550
0 11 2.1 560 540
0 12 2.5 530 540
0 13 1.8 550 510
0 14 2.0
0 15 2.0
0 16 1.8
0 17 2.0 680 820
0 18 2.1 550 650
0 19 2.2 380 530
0 20 2.0
0 21 2.0
0 22 2.3 560 670
0 23 2.0 550 560
0 24 2.4
0 25 2.6
0 26 3.0 320 400
0 27 2.8 300 350
0 28 2.9
0 29 3.0
0 30 3.2
31 2.6 300 420
:0 day
lrithmetic
1ean (1)
:0 Day Average
luantity
oading (1)
Ibs/day Ibs/day Ibs/dav Ibs/da
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,
I;nimum, percent removal. etc
Page 4 of 4
Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream during month: a. amount 7,500 gals.
a. Chlorine 124.5 gals. b. solid content
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Result c. Ibs. d. Disposal Site: Coppolla Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical cower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 19.15 oals.
b. Stand-bv kilowatt hours b. Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b. Oil nallons f.
c. Gasoline nallons o. Disposal Site Roval Cartino
d. Coal. tons
e. Dioester Gas cu bic feet
f. propane I gallons Digester Gas Wasted
I
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
annroved to transcort wastes to this
POTW
I.Seotaoe,etc 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 are nur>isllable as a Class A misdemeanor cursuant to Section 210.45 of the Penal Law. I
7rlc~Q ()~~-U'v~ re/)1//('
Signature of Chief Operator or Designated Facility Represen;live T Date
ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
r~ClEnlED HAY 1 8 ZQU
May 17, 2011
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
~@fjJJw
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Fleetwood STP received at the laboratory 5/11/11.
Date Collected:
Time Collected:
Collected By:
5/11/11
8:00am-1:00pm Composite
Camo - MY
Date Analyzed: 5/11/11 - Fecal 3:40pm MFL
5/12/11 - BOD 11:20am-11:35am LB
Sample 10: 05111114
PARAMETER
LOCATION RESULTS METHOD
Influent 211 mg/L SM18, 5210 Winkler
Secondary #1 11. 6 mg/L
Secondary #2 10.9 mg/L
Effluent 11. 2 mg/L
Influent 162.9 mg/L SM18, 25400
Secondary #1 7.0 mg/L
Secondary #2 9.0 mg/L
Effluent 11. 5 mg/L
Influent 157.1 mg/L
Secondary #1 7.0 mg/L
Secondary #2 9.0 mg/L
Effluent 11. 5 mg/L
Effluent <2.0 CFU/100ml 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 yO\L....r... /
~l ~'-([
Anthony J. Falco
Laboratory Director
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