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9'J..15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of 4
Division of Water TOWN OF VVAPPINGER
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Jan 2011 T() \1\1 I\i r, t::n 1/
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER r"'-'L'I ',--eeMtON--' ..... &...1-. "' I",
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Sonds (mill) B.O.D5(mlll) .', Suspended Solids(mlll)
I Daily Precip. In5l.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 0.023 52 52 7.2 7.5 7.0 <.1
2 0.09 0.042 54 52 7.3 7.6 12.0 <.1
3 0.022 52 50 7.4 7.6 4.5 <.1
4 0.037 51 50 7.3 7.3 6.0 <.1
5 0.025 51 50 7.3 7.6 8.0 <.1
6 0.030 50 48 7.2 7.7 5.5 <.1
7 0.16 0.026 50 48 7.6 7.9 12.5 <.1
8 0.031 49 48 7.5 7.9 12.0 <.1
9 0.043 48 47 7.6 7.6 15.0 <.1
10 0.023 49 48 7.6 7.7 7.5 <.1
11 0.42 0.035 48 47 7.5 7.7 8.0 <.1
12 0.08 0.025 47 46 7.3 7.4 6.0 <.1
13 0.029 47 47 7.2 7.6 9.0 <.1
14 0.015 46 47 7.4 7.7 12.0 <.1
15 0.021 38 43 7.2 7.7 9.0 <.1
16 0.050 46 43 7.3 7.4 6.0 <.1
17 0.16 0.024 47 47 7.5 7.0 8.0 <.1
18 0.52 0.024 46 46 7.6 7.3 13.0 <.1
19 0.04 0.024 47 48 7.5 7.4 18.0 <.1 268 5 260 10
20 0.01 0.020 47 48 7.5 7.6 10.0 <.1
21 0.01 0.028 45 46 7.3 7.3 6.0 <.1
22 0.032 40 45 7.3 7.6 5.0 <.1
23 0.031 38 43 7.2 7.6 7.0 <.1
24 0.08 0.023 39 45 7.3 7.1 4.0 <.1
25 0.034 41 47 7.3 7.4 6.5 <.1
26 0.16 0.029 42 48 7.2 7.4 8.0 <.1
27 0.034 41 46 7.2 7.2 6.0 <.1
28 0.019 42 45 7.1 7.1 9.0 <.1
29 0.022 43 46 7.3 7.3 6.5 <.1
30 0.030 43 46 7.3 7.2 7.0 <.1
31 0.027 42 45 7.2 7.1 10.0 <.1
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. Averaoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJl) eft.(mgll) inf.(mgn) eff.(mgll)
1.73 0.028 46 47 7.1 7.6 7.0 7.9 18.0 <0.1 268 5 260 10
%Rem.-> 98 %Rem.-> 96
30 Day Average
Quantity Loading (1) 1 Ibslday 2 Ibslday
fi1\ Refer to Januarv 1994 edition of DMR Manual for comn/eli"" the Discharoe Monitor/no Re""rt for the naffonal Pollutant Dischame Elimination S""temfNPDESI tor nrocedures to calculate loadinns arithmetic mean neometric Mean maximum
o
mlOlmum, percent removal, ete
(~, IT I emperature IS measurea more man once a oay. report me average Tor me cay
NOTE: Refer to current SPOES pennit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
lnl n:= ~ rr=nll 17r.==:> ~
~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(mg/l) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/l OOml Enter any other comments, observatioris,operating problems. equipment failures, ete.'
0 1 1.8
0 2 2.0
0 3 2.0
0 4 1.8
0 5 1.7
0 6 2.0 Flush cl2 system
0 7 2.0
0 8 2.0
0 9 1.8
0 10 2.0
0 11 1.9
0 12 1.5
0 13 1.8 Flush cl2 system
0 14 2.0
0 15 1.6
0 16 1.7
0 17 1.3
0 18 1.7
0 19 1.3 2 monthly samples taken Flush cl2 system
0 20 2.0
0 21 0.9
0 22 1.0
0 23 1.7
0 24 0.6
0 25 1.0
0 26 1.3
0 27 . 1.0
0 28 0.9
0 29 1.3
0 30 1.2
31 1.2
30 day flow-weighted avg mean( 1 ) Monthly 3D day geometric mean( 1)
Influent mgn Effluent mgn Minimum(1) Maximum(1)
#DIV/O! #DIV/O! <2
0.6 2.0
Ibs/day
#DIV/O! #DIV/OI
..
Page 2 of4
(1) Refer to January 1994 edItion of DMR Manual forcompletmg the Discharge Momtonng Report for the natIonal Pollutant DIscharge Ell1nmatlon System (NPDES) for procedures to calculate loadIngs, anthmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
. FllCed Mecia Activated Sludge
Process Control Procesa 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 ~AS)
Day Date Influent Effluent Influent Effluent Influent Effluent Intluent Effluent M.G.D mill mgJI 30 Minutes 30 minutes M.G.D. Ibslday
0 1 3.1
0 2 2.8
0 3 2.4 750 900
0 4 2.0 800 860
0 5 2.8 700 880
0 6 3.8 730 880
0 7 3.6 690 850
0 8 3.7
0 9 3.5
0 10 3.2 680 850
0 11 3.0
0 12 3.3
0 13 3.5 690 860
0 14 3.7 500 780
0 15 3.4
0 16 3.5
0 17 3.2 570 750
0 18 3.6 750 610
0 19 3.5 370 670
0 20 3.7 450 730
0 21 3.6 310 690
0 22 3.4
0 23 3.5
0 24 3.7 300 600
0 25 3.6
0 26 3.5
0 27 3.5
0 28 3.6
0 29 4.0
0 30 4.1
31 4.0
30 day
arithmetic
mean (1)
30 Day Average
:luantity
_oading (1) Ibsldav Ibs/dav Ibs/dav Ibs/da
Page 3 of4
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,
ninimum, percent removal, ete
Effect 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 I 8,000 gals.
a, Chlorine 42.25 gals. b. solid content I
b. Ibs. c. Volilile Solisd Content
Date Station Parameter Result c. Ibs. d. Disoosal Sfte: Coppolla Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninas 15.300 !Ials.
b. Stand-by I kilowatt hours b.Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil aallons f.
c. Gasoline oallons o. DisDOsal SitE Royal Cartino
d.Coal. tons
e. Diaester Gas cubic feet
f. prooane !Iallons Digester Gas Wasted
labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
'." .- Camo Pollution Control,lnc. . ..... 43.5
1- Septage, holding tank waste and
portable toilet waste
Total Max day
lolume (Gal.)
2- All other wastes
To'" Max day
3- Number of Part 364 haulers currently
aooroved to transoort wastes to this
POTW
.Septa!le,etc I
I hereby affirm under penalty of perjury that information oroyided on this form is true to the best of mv knowledae and belief. False statements
. All others made her.eil!fate.ounishable as a-Clas(7A"misdemeanor oursuant to Section 210.45 of the Penal Law.
.f!fl4~fAilIZ1/4~
Sianature of Chief Ooeralor or Desionated Facilil Reoresentatiye Dale
Page 4 of 4
ENVIRONMENTAL LAB WORKS 'I INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
January 25, 2011
RECEIVED JAN 2 7 2011
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
iL" ,\,
\.':::::/ (C )1 i "
~:::/I I
Ir---
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 1/19/11.
Date Collected:
Time Collected:
Collected By:
1/19/11
8:00am-1:00pm Composite
Camo - MY
Date Analyzed: 1/19/11 - Fecal 2:45pm LB,
1/20/11 - BOD 10:25am LB
Sample ID: 01191114
PARAMETER
BOD 5 Day
LOCATION
Influent
Secondary 1
Secondary 2
Effluent
Influent
Secondary 1
Secondary 2
Effluent
RESULTS
268 mg/L
21.1 mg/L
21. 0 mg/L
5.3 mg/L
260 mg/L
7.0 mg/L
8.0 mg/L
10.0 mg/L
240 mg/L
7.0 mg/L
4.5 mg/L
10.0 mg/L
METHOD
SM18, 5210B
Total Susp. Solids
SM18, 2540D
Volatile Susp. Solids
Influent
Secondary 1
Secondary 2
Effluent
SM18, 2540D
Fecal Coliforms
Effluent
<2.0 CFU/100ml 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.
Th~~~
Anthony J. Falco
Laboratory Director
Page 1 of 1