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92-15-7 (11195)- 27c New York State Department of Environmental Conservation ,,~ 11 Page 1 of4
Division of Water JA' ! 27 l~ .... I
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Dee 2010 .. ~ _.....T" I,....~n
. SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER I UWAt:li.~CAio\c;Jt'r r "UL...I'
NY -0021601 Fleetwood Wastewater Treatment Facility I Town ofWappingers Tn\ ~I N ( '1 I-F~""od Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settl . U~\"IUII Suspended Solids(mlll)
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 1.23 0.060 58 58 7.3 7.4 7.0 <0.1
2 0.054 57 57 7.4 7.1 3.0 <0.1
3 0.049 55 56 7.3 7.3 6.0 <0.1
4 0.043 54 54 7.4 7.4 12.0 <0.1
5 0.043 54 54 7.4 7.2 10.0 <0.1
6 0.039 54 55 7.3 7.4 6.0 <0.1
7 0.028 53 54 7.4 7.5 3.5 <0.1
8 0.043 54 52 7.3 7.1 7.5 <0.1 180 2 103 7
9 0.030 53 53 7.6 7.5 13.0 <0.1
10 0.030 52 52 7.3 7.7 5.0 <0.1
11 0.05 0.033 52 52 7.5 7.6 7.0 <0.1
12 0.97 0.057 51 52 7.4 7.6 8.0 <0.1
13 0.09 0.063 54 58 7.5 7.2 6.0 <0.1
14 0.058 53 53 7.6 7.3 10.5 <0.1
15 0.059 51 52 7.5 7.5 7.0 <0.1
16 0.034 52 51 7.5 7.2 8.0 <0.1
17 0.041 52 51 7.3 7.3 4.5 <0.1
18 0.043 52 52 7.3 7.4 8.0 <0.1
19 0.047 51 52 7.2 7.3 7.0 <0.1
20 0.028 50 52 7.2 7.2 12.0 <0.1
21 0.043 54 51 7.2 7.3 11.0 <0.1
22 0.030 53 52 7.6 7.4 21.0 <0.1
23 0.037 52 52 7.6 7.2 18.0 <0.1
24 0.029 51 50 7.5 7.3 15.0 <0.1
25 0.01 0.031 50 48 7.5 7.0 10.0 <0.1
26 0.64 0.053 51 51 7.6 7.2 8.0 <0.1
27 0.15 0.031 52 52 7.4 7.3 12.0 <0.1
28 0.025 53 53 7.6 7.4 6.0 <0.1
29 0.029 51 51 7.3 7.6 16.0 <0.1
30 0.033 50 49 7.3 7.0 10.0 <0.1
31 0.034 51 52 7.2 7.8 6.0 <0.1
Total Monthly Monthly MonthlY Monthly Monthly 30 day fIow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. A verane Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJ1) eff.(mgll) inf.(mgJI) eff.(mgJI)
3.14 0.041 53 53 7.2 7.6 7.0 7.8 21.0 <0.1 180 2 103 7
%Rem.-> 99 %Rem.-> 94
30 Day Average
Quantity Loading (1) 0.72 Ibslday 2.33 Ibslday
(1) Refer to January 1994 edition of DMR Manual for completing fhe Dischaf!le Monitoring Report for the national Pollutant Dischaf!le Elimination Sysfem (NPDES) for procedures to calculate loadings, arithmetic mean. geometric Mean, maximum.
minimum, percent removal, etc
~b~~:e~~:~~~~~:~~'g~~ ~~~~~ ::;c ~~~~:~ ~~~i:~~~t~~S~~~:Ytvoe for temperature PH and settleable solids is arab
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FACILITY MAILING ADDRESS (Street, City, Zip Code) I 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. 1A
TOTAL PHOSPHORUS(mg/l) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgJl Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPNI100ml Enter any other comments, observations. operating problems, equipment failures, etc.
0 1 1.4
0 2 1.0
0 3 1.4
0 4 1.0
0 5 1.2
0 6 1.5
0 7 1.6
0 8 2.0 < 2 MONTHLY SAMPLES TAKEN
0 9 1.7 flush c12 system
0 10 2.0
0 11 1.8
0 12 1.5
0 13 0.7
0 14 1.0
0 15 1.7
0 16 1.2
0 17 1.6
0 18 1.8 flush cl2 system
0 19 1.6
0 20 1.7
0 21 1.5
0 22 2.0 flush c12 system
0 23 1.6
0 24 1.7
0 25 1.5
0 26 0.8
0 27 1.2
0 28 1.2
0 29 2.0
0 30 2.0
31 2.0
30 day flow-weighted ayg meant 1 ) 30 day geometric mean(1)
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#DIV/OI #DIV 101 < 2
Ibslday
#DIV/OI #DIV/O!
(1) Refer to January 1994 edition of DMR Manual for completing the DischaTfJ8 Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
NOTE: Refer to current SPDES permit for specific monitorina reQuirements. Samole tvoe for temperature PH and settleable solids is arab
Page 3 of 4
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 mill mg/l 5 Minutes 30 minutes M.G.D. Ibslday
0 1 2.7 350 550
0 2 3.0 610 250
0 3 2.2 610 240
0 4 2.6
0 5 2.5
0 6 2.4 250 470
0 7 2.6 280 400
0 8 2.8 280 530
0 9 2.7 350 610
0 10 3.0 350 650
0 11 2.8
0 12 2.9
0 13 2.6 100 250
0 14 2.1 400 700
0 15 2.2 450 730
0 16 2.2 430 800
0 17 3.7 400 750
0 18 3.6
0 19 3.5
0 20 2.3 510 800
0 21 2.6 800 650
0 22 2.8 550 730
0 23 3.0
0 24 2.0
0 25 2.6
0 26 2.9
0 27 2.6
0 28 2.4
0 29 2.1
0 30 2.6 840 920
31 3.0 950 800
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibsldav Ibsldav Ibsldav Ibslda
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) lor procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
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 I during month: a. amount 8,000 gals
a. Chlorine 71.00 gals. b. solid content
I b. Ibs. c. Volitile Solisd Content
Date Station Parameter ResuM c. Ibs. d. Disposal SUe:
d. Ibs.
. Ibs.
e.
f. Ibs.
Amount of ecectrical nawer consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninas 9.35
b. Stand-bv kilowatt hours b.Grit
I c. Ashes
Amount offuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil callons f.
c. Gasoline aallons a. Disposal SUe
d.Coal. tons
e. Dicester Gas cubic feet
f. nronane I aallons Diaester Gas Wasted
I
labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FUll TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 47.50
1- Septage, holding tank waste and
portable toilet waste
Total Max day
T
Volume (Gal.l
2- All other wastes
Total MiIlCday
3- Number of Part 364 haulers currentiy
aooroved to transport wastes to this
POTW
a.Seotaae,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
b. All others made herein are nunishable as a Class A misdemeanor nursuant to Section 210.45 of the Penal law.
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Sianature of Chief Onerator or Desinnated Facililv Renre.Jntative Date
ENVIRONMENTAL LABWORKS'I INC.
December 14, 2010
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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The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 12/8/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
12/8/10
8:00-1:00pm Composite, 12:00pm Fecal
Camo - MY
12/8/10 Fecal 3:00pm MFL, 12/8/10 BOD 11:10am LB
12081022
PARAMETER
LOCATION RESULTS
Influent 180 mg/L
Secondary 1 17.5 mg/L
Secondary 2 21.7 mg/L
Effluent <2.0 mg/L
Influent 103 mg/L
Secondary 1 4.0 mg/L
Secondary 2 4.5 mg/L
Effluent 6.5 mg/L
Influent 96.6 mg/L
Secondary 1 4.0 mg/L
Secondary 2 4.5 mg/L
Effluent 6.5 mg/L
Effluent 2 CFU/100ml
BOD 5 Day
Total Susp. Solids
Volatile Susp. Solids
Fecal Coliform
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~
~\. lues-
Anthony J. Falco
Laboratory Director
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