Fleetwood
2-
~2-15-7 (11/95)- 27c
New York State Department of Environmental Conservation
Division of Water
HECEIVED
2 9
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WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Aug 2009 ~~p 2 4 00
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers T''''^,l\Il'lte~prlve
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mVi) 8.0. 0 5 (mill) Suspended Solids(mVl)
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 0.053 70 71 7.2 7.1 7.0 <0.1
2 0.54 0.065 70 70 7.7 7.2 12.0 <0.1
3 0.060 70 70 7.6 7.2 10.0 <0.1
4 0.052 69 69 7.5 7.2 12.0 <0.1
5 0.054 69 69 7.5 7.1 10.0 <0.1
6 0.047 70 70 7.4 7.1 8.0 <0.1
7 0.047 69 70 7.4 7.2 12.0 <0.1
8 0.042 70 69 7.5 7.1 12.0 <0.1
9 0.45 0.051 68 71 7.4 7.3 10.0 <0.1
10 0.47 0.046 69 72 7.3 7.0 2.0 <0.1
11 0.040 72 74 7.6 7.3 3.0 <0.1
12 2.03 0.044 74 71 7.3 7.2 5.0 <0.1 122 2 138 5
13 0.38 0.039 72 71 7.2 7.5 2.0 <0.1
14 0.034 72 70 7.2 7.0 7.0 <0.1
15 0.037 73 71 7.3 7.1 11.0 <0.1
16 0.041 73 71 7.3 7.2 3.0 <0.1
17 0.029 71 73 7.1 6.9 15.0 <0.1
18 0.038 72 74 7.2 7.3 13.0 <0.1
19 0.031 73 76 7.3 7.2 9.0 <0.1
20 0.027 72 n 7.2 7.5 4.0 <0.1
21 0.25 0.029 73 76 7.3 7.2 11.0 <0.1
22 0.59 0.036 73 75 7.3 7.0 8.0 <0.1
23 0.037 73 75 7.3 7.1 10.0 <0.1
24 0.035 72 72 7.7 7.3 18.0 <0.1
25 0.029 73 73 7.5 7.4 8.0 <0.1
26 0.02 0.028 73 75 7.2 7.3 5.0 <0.1
27 0.033 71 73 7.3 7.4 7.0 <0.1
28 0.63 0.025 70 71 7.4 7.1 7.0 <0.1
29 0.12 0.025 69 70 7.3 7.3 5.0 <0.1
30 0.025 70 71 7.4 7.4 5.0 <0.1
31 0.021 70 70 7.6 7.5 10.0 <0.1
Total Monthly Monthly Average Monthly Monthly Monthly 30 day now-weighted avg (1) 30 day now-weighted avg (1)
Precip. Average Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mg/l) eff.(mgll)
5.48 0.039 71 72 7.1 7.7 6.9 7.5 18.0 <0.1 122 I 2 138 I 5
%Rem.-> 98 %Rem.-> 97
30 Day Average
Quantity Loading (1) 1 IbsJday 2 IbsJday
(1) Refer to January 1994 edition of DMR Manual forcomple6ng !he Discha~e Monitoring Reporf for !he na60naJ PoIIufanf DischallJe E1imina60n System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ate
l:lJ IT remperature IS measurea more man once aaay, reponme average rorme aay
NOTE: Refer to current SPDES perm~ for specific mon~oring requirements. Sample type for temperature, PH and sellleable solids is grab
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FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER I CHIEF OPERTATOR'S NAME I I CERTIFICATION GRADE
clo Camo ,1610 RT.376 Wappingers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. lA
TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Type Tvoe Minimum Maximum MF or MPN/lOOml Enter any other comments, observations, operating problems, equipment failures, ete.
0 1 1.8
0 2 1.5 I cl2 for filiments
0 3 1.6
0 4 1.5
0 5 1.5
0 6 1.6
0 7 1.5
0 8 1.5
0 9 0.9 flush c12 system
0 10 2.0
0 11 2.0
0 12 0.8 <2
0 13 1.0 hose down nlant and dean weirs Flow meter calibrated
0 14 1.2
0 15 1.5
0 16 1.6
0 17 1.2
0 18 1.8
0 19 1.7
0 20 2.0
0 21 1.6
0 22 1.4
0 23 1.5
0 24 2.0
0 25 1.8
0 26 0.9
0 27 1.3
0 28 1.7 skimmewd secondary I flush c12 system
0 29 1.5
0 30 1.6
31 2.0
30 day flow-weighted avg meant 1) Monthly 30 day geometric mean(l)
Influent mgll Effluent mgll Minimum(l) Maximum(l)
<2
0.8 2.0
Ibsiday
I
(1) Refer to January 1994 edition of DMR Manual for comptebng the Dischalf1e Monitonng Report for /he national PoHutanf Dischalf1e Elimination System (NPDES) lor procedures to calculata loadings. arithmetic mean. geometric Mean, maximum.
minimum, percent removal, ate
NOTE: Refer to culT8nt SPDES pennit for specific monitoring requirements. Sample type for temperature, PH and sellleabla solids is grab
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. Fixed Medi. Activated Sludge
Process Control Process Control
Recirculation Media effluent Mixed Uquor Settleable Sludge Return Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids 5.5. (MLSS) Volume (SSV) mVl Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mVl mgJI 30 Minutes 30 minutes M.G.D. Ibs/day
0 1 2.8
0 2 3.0
0 3 3.2
0 4 3.2
0 5 3.0
0 6 3.2
0 7 3.2
0 8 3.0
0 9 2.9
0 10 3.0 410 630
0 11 2.8
0 12 2.6
0 13 2.5
0 14 2.6 220 490
0 15 2.5
0 16 2.7
0 17 2.5 300 310
0 18 2.8 240 260
0 19 3.0
0 20 2.6 200 210
0 21 2.3 190 200
0 22 2.5
0 23 2.0
0 24 2.8 210 230
0 25 3.2 220 240
0 26 3.0 310 310
0 27 2.6
0 28 1.8 170 220
0 29 2.0
0 30 2.6
31 3.0 230 290
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibslday Ibsldav Ibsldav Ibslday
(1) 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.
minimum. percent removal, stc
E
ffect on Receivina Stream
Name of Receiving Stream
Date Station Parameter Result
TRUCKED WASTE RECEIVED THIS MONTH
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
approved to transport wastes to this
POTW
a.Septage,etc
b. All others
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Name and amount of chemicals used in treatment process
during month:
Sludge removal from plant:
a. amount
14,500 gal
a. Chlorine
b.
63 gals.
Ibs.
Ibs.
Ibs.
Ibs.
Ibs.
b. solid content
c. VolRile Solisd Content
d. Disposal SRe: ppolla Services Inc.
c.
d.
e.
f.
Amount of ecectrical power consumed:
a. Commercial
b. Stand-by
Other Solid Wastes:
a. Screenings
b.Gm
C. Ashes
d.
5.1
kilowatt hours
kilowatt hours
Amount of fuel consumed:
a. Natural Gas
b.Oil
c. Gasoline
d.Coal.
e. Digester Gas
f. propane
cubic feet
gallons
gallons
tons
cubic feet
gallons
e.
f.
g. Disposal SRe Rayal Carting
Digester Gas Wasted
POSITION NAME NUMBER FULL TIME NUMBER PART TIME OTAL HOURS
Camo Pollution Control,lnc. 41.0
Labor expended:
I hereby affirm under penally of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
m"'"_.?jfJ::P.ii~S"OO "'''01'' _Cow.
Signature of Chief Operator or Designated Facility R presentative Date
ENVIRONMENTAL LABWORKS'I INC.
August 18, 2009
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
RECEl VED AUG 1 9 2009
~(Q)~V
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 8/12/09.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
8/12/09
8:30-1:30 pm
Camo - MY
8/12/09 - Fecal 8/13/09 - BOD
08120934
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 122 mg/L
Secondary 1 5.8 mg/L
Secondary 2 <2.0 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 138 mg/L
Secondary 1 3.5 mg/L
Secondary 2 3.8 mg/L
Effluent 4.8 mg/L
Volatile Susp. Solids Influent 138 mg/L
Secondary 1 3.5 mg/L
Secondary 2 3.8 mg/L
Effluent 4.8 mg/L
Fecal Coli forms Effluent <2 CFU/100ml
METHOD
SM18, 5210B
SM18, 2540D
SM18, 2540D
SM18,9222D
If you have any questions or require any additional services, please do not
hesitate to contact us at 845-236-7823. 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.
Thank ypu..,.., ~ )
~ \.WK
Anthony J. Falco
Laboratory Director
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