Fleetwood
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Sl-15-7 (11/95)- 27c New York State Department of Environmental Conservation MAR 1 6 2011 Page 1 of 4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Feb 2011 TO~JN OF WAPPINGER
--
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILlTY"T ..( It"':K"-
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mVl) 8.0.05 (mli1) Suspended SoUds(ml/l)
Daily Precip. Insl.Max. Diy Average. Insl.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 0.71 0.022 44 46 7.3 6.9 2.0 <.1
2 0.30 0.018 46 48 7.3 7.1 4.0 <.1
3 0.020 48 49 7.4 7.2 3.0 <.1
4 0.020 47 46 7.3 7.6 6.0 <.1
5 0.18 0.028 46 45 7.6 7.5 4.5 <.1
6 0.021 47 45 7.5 7.5 5.0 <.1
7 0.17 0.021 47 48 7.4 7.2 12.0 <.1
8 0.03 0.022 46 48 7.3. 7.2 8.0 <.1
9 0.026 45 48 7.6 7.3 11.0 <.1 68 5 13 11
10 0.034 46 48 7.5 7.1 8.0 <.1
11 0.026 46 48 7.3 7.1 5.0 <.1
12 0.034 47 46 7.2 7.2 7.0 <.1
13 0.023 47 46 7.3 7.1 5.0 <.1
14 0.034 48 50 7.5 7.2 9.0 <.1
15 0.025 48 49 7.3 7.2 6.0 <.1
16 0.037 46 46 7.5 7.6 13.0 <.1
17 0.029 49 50 7.5 6.7 4.0 <.1
18 0.070 50 50 7.4 6.8 6.0 <.1
19 0.063 51 49 7.3 6.9 8.0 <.1
20 0.19 0.071 50 48 7.2 6.9 5.0 <.1
, 21 0.09 0.059 48 47 7.5 7.2 2.0 <.1
i 22 0.050 47 47 7.3 6.8 4.5 <.1
23 0.051 46 46 7.1 6.5 3.0 <.1
24 0.07 0.040 47 48 7.3 7.0 2.0 <.1
25 1.21 0.102 48 48 6.9 6.7 2.0 <.1
26 0.081 47 47 7.0 6.6 3.0 <.1
27 0.10 0.093 47 46 7.0 6.5 4.0 <.1
28 0.130 46 46 6.9 6.5 3.0 <.1
29
30
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. A veraae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mgll) eff.(mgll)
3.05 0.045 47 47 6.9 7.6 6.5 7.6 13.0 <0.1 68 5 13 11
%Rem.-> 93 %Rem.-> 15
30 Day Average
Quantity Loading (1) 1 Ibsiday 2 Ibs/day
(1) Refer to Januarv 1994 edition of DMR Manual for como/ef/no the Discharoe Monitotina Reaart for the naffanal Pollutant Discharoe Eliminaffon SYStem INPDES for arocedures to calculate loadinas, arithmetic mean neometric Mean. maximum
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~.
minimUm, percent removal, ate
l:L) IT I emperature IS measurea more man once a cay, report me average Tor me cay
NOTE: Refer to current SPDES pennit for specifiC monitoring requirements. Sample type for temperature. PH and settleable solids is grab
Page 2 of 4
f!'ACILlTY 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. 1A
TOTAL PHOSPHORUS(mgJ1) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll .. Effluent .. . REMARKS
DAY DATE Type Type Minimum Maximum . .. MF or MPNl100ml Enter any other comments, observations,operating probtems, equipment failures, ete. .
0 1 0.5
0 2 1.3
0 3 0.9 Flush cl2 system
0 4 2.0
0 5 1.8
0 6 1.7
0 7 0.5
0 8 1.5
0 9 2.0 < 2 monthly samples taken
0 10 1.9 Flush cl2 system
0 11 1.7
0 12 1.5
0 13 1.6
0 14 1.7
0 15 1.8
0 16 0.8
0 17 0.9
0 18 0.9
0 19 1.0
0 20 1.2
0 21 1.5
0 22 1.3
0 23 0.7
0 24 0.8
0 25 0.5
0 26 0.7
0 27 1.0
0 28 0.9
0 29
0 30
31
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(l)
Influent mgn Effluent mgn Minimum(1) Maximum(1)
#DIV/OI #DIV/O! < 2
0.5 2.0
IbsJday
#DIV/O! I #DIV/O!
1) Refer to January 1994 edition of DMR Manual for completing the DIscharge Monitonng Report for the nabonal Pollutant Discharge E1mllnabon System (NPDES) for procedures to calculate loadings. arithmetic mean. geometric Mean, maximum,
ninimum, percent removal, ete
JOTE: Refer to current SPOES permit for specific monitoring requirements. Sample type for temperature, PH and setUeable solids is grab
Page 3 of 4
FIXed Media Activated Skidge
. Procesa Control Process Control
Recirculation Media effluent Mixed Uquor , SetUeable Sludge Retum Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable 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/1 30 Minutes 30 minutes M.G.D. Ibslday
0 1 3.8
0 2 3.6
0 3 3.5
0 4 3.5 280 490
0 5 3.4
0 6 3.1
0 7 3.0 380 740
0 8 2.5 350 660
0 9 2.8 340 690
0 10 2.5 440 780
0 11 3.0 400 800
0 12 2.8
0 13 2.9
0 14 2.6 310 700
0 15 2.8 270 650
0 16 3.2 300 630
0 17 3.0 300 460
0 18 3.2
0 19 3.4
0 20 3.2
0 21 3.3
0 22 3.9 280 470
0 23 4.0 320 370
0 24 3.8
0 25 2.9 300 550
0 26 3.0
0 27 2.9
0 28 2.8
0 29
0 30
31
o day
rithmetic
lean (1)
o Day Average
uantity
Jading (1) Ibslday Ibslday IbsJdav Ibs/dav
) Refer to January 1994 edition of OMR 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, percent removal, ete
Page 4 of 4
fiftect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream I during month: a. amount 8,000 gals.
a. Chlorine 70.5 gals. b. solid content
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resu~ c. Ibs. d. Disoosal Site: Coppella Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 9.15 gals.
b. Stand-bv kilowatt hours b.Grit
C. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil oallons f.
c. Gasoline oallons a. Disoosal Site Roval Carlino
d. Coal. tons
e. Dioester Gas cubic feet
f. oropane I aallons Digester Gas Wasted
I
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 39.5
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
aooroved to transport wastes to this
POTW
I.Septaae,etc I I I
I hereby affirm under pena~ of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
t. All others made .herein are ounishable as a CIass.A.misdemeanor pursuant to Section 210.45 of the Penal Law. I
(livLilJA J, A [I /J C__i~/ ...;}_//-2-0 I f
Signature of Chief Operator or Designated Facility ~epresentative Date
ENVIRONMENTAL LABWORKS'I INC.
February 15, 2011
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
Dear Mr. Yovella,
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
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lttcEfVED -rES i 8 2011
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 2/9/11.
Date Collected:
Time Collected:
Collected By:
2/9/11
8:30am-1:30pm Composite
Camo - MY
Date Analyzed: 2/9/11 - Fecal 3:30pm MFL
2/10/11 - BOD 2:10pm LB
Sample ID: 02091151
PARAMETER
BOD 5 Day
LOCATION
Influent
Secondary 1
Secondary 2
Effluent
Influent
Secondary 1
Secondary 2
Effluent
RESULTS
67.8 mg/L
36.0 mg/L
88.8 mg/L
4.75 mg/L
13.0 mg/L
9.0 mg/L
11. 0 mg/L
11. 0 mg/L
13.0 mg/L
9.0 mg/L
11. 0 mg/L
11. 0 mg/L
Total Susp. Solids
volatile Susp. Solids
Influent
Secondary 1
Secondary 2
Effluent
Fecal Coliforms
METHOD
SM18, 5210B
SM18, 2540D
SM18, 2540D
Effluent
<2.0 CFU/I00ml 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,
~~
Laboratory Director
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