Fleetwood
92-15-7 (11/95)- 27c
New York State Department of Environmental Conservation
Division of Water
RECEIVED
APR 2 9 2009
2-
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WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF March 2009
--
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCA1-"1d'1'f V..1 lJLt: HK
NY-0021601 Fleetwood Wastewater Treatment Facility Town of Wappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mVI) B,O. D 5 (mVl) Suspended Solids(mVI)
Daily Precip. Inst.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 0.066 46 47 7.6 7.1 5.5 <0.1
2 0.06 0.037 46 47 7.3 7.1 4.0 <0.1
3 0.039 45 46 7.5 6.8 2.0 <0.1
4 0.042 ,46 '. 46 7.3, 7.2 6.0 <0.1
5 0.050 46 47 " 7.4 6.6 8.0 <0.1
6 0.032 48 50 7.3 7.1 5.0 <0.1
7 0.042 46 48 7.3 7.1 2.0 <0.1
8 0.28 0.055 48 50 7.6 7.2 12.0 <0.1
9 0.47 0.055 50 52 7.5 7.1 4.0 <0.1
10 0.09 0.055 51 51 7.4 7.1 2.5 <0.1
11 0.11 0.065 ,51 50 7.5 7.3 4.5 <0.1 232 2 135 12
12 0.043 50 50 7.6 7.2 2.0 <0.1
13 0.054 49 48 7.3 7.2 3.5 <0.1
14 0.052 49 49 7.5 7.5 10.0 <0.1
15 0.058 49 49 7.5 7.5 2.0 <0.1
16 0.051 50 50 7.3 7.1 5.5 <0.1
17 0.047 50 50 7.6 7.3 8.0 <0.1
18 0.040 51 51 7.5 7.3 9.0 <0.1
19 0.17 0.033 52 52 7.6 7.4 3.0 <0.1
20 0.026 50 51 7.3 7.3 1.0 <0.1
21 0.035 51 51 7.2 7.2 1.5 <0.1
22 0.056 50 50 7.3 7.1 6.0 <0.1
23 0.055 50 50 7.2 6.7 3.0 <0.1
24 0.043 50 51 7.1 6.9 4.0 <0.1
25 0.035 49 50 7.0 6.9 3.0 <0.1
26 0.04 0.032 50 52 7.1 6.9 4.0 <0.1
27 0.027 54 52 7.4 6.8 17.0 <0.1
28 0.02 0.028 53 52 7.6 7.0 10.0 <0.1
29 0.64 0.039 52 51 7.5 7.0 12.0 <0.1
30 0.02 0.034 53 55 7.6 7.1 18.0 <0.1
31 0.032 52 55 7.3 7.2 5.0 <0.1
Total Monthly Monthly Average Month Iy Monthly Monthly 30 day flow-weighted avg (1) 30 day Row-weighted avg (1)
Precip. Average Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/I) eff.(mg/l) inf.(mg/I) eff.(mg/I)
1.90 0.044 50 50 7.0 7.6 6.6 7.5 18.0 <0.1 232 I 2 135 I 12
%Rem.-> 99 %Rem.-> 91
30 Day Average
Quantity Loading (1) 1 IbsJday 7 IbsJday
(1) Refer to Janual)l1994 edition of DMR Manual forcompfeting 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. ete
{~IIT I emperawf8 IS mea$urea more man once a aay. repon me average Tor me cay
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature. PH and settleable 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
cia Carno ,1610 RT.376 Wappingers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS(mgJlj CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations. operating problems, equipment failures, etc.
0 1 1.3
0 2 1.6 dewatered sludge
0 3 1.7
0 4 1.7
0 5 1.6
0 6 1.8 flush el2 system
0 7 . 1.6
8 .. '. 1.5
0 .. .
9 .' 1.2
0 .
0 10 1.0
0 11 1.8 <1 replace air filters on blowers
0 12 1.6
0 13 1.7 flush cl2 system
0 14 1.6
0 15 1.6
0 16 2.0
0 17 1.9
0 18 1.8
0 19 1.9 flush cl2 system
20 1.9 .
0
0 21 1.6
0 22 1.6
0 23 1.6
0 24 1.8
0 25 1.8
0 26 0.8
0 27 1.0 flush cl2 system
0 28 1.3
0 29 1.5
0 30 1.5
3t 1.7
30 day flow-weighted avg meant 1) Monthly 30 day geometric meant 1)
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#OIV/O!
0.8 2.0
Ibs/day
I
..
(1) Refer to January 1994 edItion of DMR Manual forcompletmg the D,schatge Monftonng Report for the national Pollutant D,schatge Ellfrunation System (NPDES) for procedures to calculate loadIngs. anthmetic mean, geometnc Mean, maXImum,
minimum, percent removal, ete
NOTE: Refer to current SPDES pelmit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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Fixed Media 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) mill Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mVI mg/1 30 Minutes 30 minutes M.G.D. Ibslday
0 1 3.2
0 2 2.5 150 190
0 3 2.7 170 200
0 4 3.0 ",
0 5 3.2 ., "
0 6 3.0 160 240
7 3.2 "
0
8 3.4 . ,
0
0 9 3.0 190 ,: 220
0 10 2.9 180 240
0 11 3.0 170 230
0 12 2.7
0 13 3.0 170 240
0 14 2.9
0 15 2.5
0 16 2.9
0 17 3.1 160 250
0 18 2.8
0 19 3.0 190 360
0 20 2.8
0 21 3.0
0 22 2.6 210 280
0 23 2.8
0 24 3,0
0 25 3.2
0 26 2.0
0 27 1.7 250 350
0 28 1.9
0 29 1.8
0 30 2.2
31 2.2 420 690
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibslday Ibs/day Ibs/dav
Ibs/day
(1) Refer to January 1994 edition of DMR Manual forcompJeting the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, artthmetic mean, geometric Mean, maximum,
minimum, percent removal, etc
Effect on Receivinq Stream
Name of Receiving Stream
Date Station Parameter Resutt
TRUCKED WASTE RECEIVED THIS MONTH
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (Gal.)
2- All other wastes
Tctal 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
b. solid content
c. Volitile Solisd Content
d. Disposal Site: ppolla Services Inc.
7500
a. Chlorine
b.
49.75 gals.
Ibs.
Ibs.
Ibs.
Ibs.
Ibs.
c.
d.
e.
f.
Amount of ecectrical power consumed:
a. Commercial
Other Solid Wastes:
a. Screenings
b. Grit
5.9
kilowatt hours
Kilowatt hours
b. Stand-by
c. Ashes
Amount of fuel consumed:
a. Natural Gas
b.Oil
c. Gasoline
d. Coal.
e. Digester Gas
f. propane
d.
cubic feet
gallons
gallons
tons
cubic feet
gallons
e.
f.
g. Disposal Site Royal Carting
Digester Gas Wasted
Labor expended'
POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. . 46.0
.
I hereby affirm under penalty of pe~ury that information provided on this form is true to the best of my knowledge and belief. False statements
made hmre pUnishable as a Class A m~emeanor pursuant to Section 210.45 of the Penal Law.
y7Udd" 1 :
Date
"
ENVIRONMENTAL LABWORKS.. INC.
February 24, 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
REeE'VED MAR 1 9 2D09
<<~/ <~~-
"\/7
t?
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 3/11/09.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
3/11/09
8:00-1:00 pm
Camo - MY
3/11/09 - Fecal 3/12/09 - BOD
03110918
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 232 mg/L
Secondary 1 23.6 mg/L
Secondary 2 25.2 mg/L
Effluent 2.2 mg/L
Total Susp. Solids Influent 135 mg/L
Secondary 1 10.0 mg/L
Secondary 2 10.5 mg/L
Effluent 12.3 mg/L
Volatile Susp. Solids Influent 135 mg/L
Secondary 1 10.0 mg/L
Secondary 2 10.5 mg/L
Effluent 12.3 mg/L
Fecal Coliforms Effluent <1 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 you, )
d1u0(lC~
Anthony J. Falco
Laboratory Director
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