Fleetwood
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92:';"-7 (11/95)-- 27c OCT 2. S 2010
New York State Department of Environmental Conservation Page 1 of4
Division of Water TOWN OF WAPPINGER
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Sept 2010 ...._...... _I r-nlf
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER """" ,,.,), .. "'
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) 8.0. 0 5 (mlm Suspended Solids(mUl)
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 0.027 72 77 7.6 7.1 4.0 <0.1
2 0.022 74 76 7.5 7.1 3.0 <0.1
3 0.021 75 76 7.6 7.3 4.5 <0.1
4 0.022 72 74 7.5 7.0 2.0 <0.1
5 0.022 71 72 7.6 7.2 5.0 <0.1
6 0.027 71 71 7.6 7.1 3.0 <0.1
7 0.01 0.024 75 77 7.6 7.2 10.0 <0.1
8 0.019 74 78 7.6 7.3 6.0 <0.1 158 2 112 7
9 0.029 72 72 7.3 6.9 7.0 <0.1
10 0.019 73 72 7.3 7.0 4.5 <0.1
11 0.018 72 70 7.6 7.1 8.0 <0.1
12 0.025 71 69 7.5 7.1 10.0 <0.1
13 0.12 0.026 71 70 7.4 7.0 10.0 <0.1
14 0.01 0.026 70 70 7.3 7.2 16.0 <0.1
15 0.019 71 72 7.5 7.6 8.0 <0.1
16 0.15 0.016 70 72 7.6 7.3 7.5 <0.1
17 0.006 71 72 7.5 6.7 12.0 <0.1
18 0.011 70 68 7.4 6.8 5.0 <0.1
19 0.013 70 69 7.6 6.7 6.0 <0.1
20 0.014 69 68 7.4 6.8 8.0 <0.1
21 0.018 69 68 7.3 6.8 3.0 <0.1
22 0.18 0.014 71 71 7.2 7.0 7.5 <0.1
23 0.014 71 72 7.1 7.2 6.0 <0.1
24 0.012 72 72 7.2 7.3 3.0 <0.1
25 0.013 74 73 7.3 7.1 5.0 <0.1
26 0.01 0.015 73 73 7.2 7.2 6.0 <0.1
27 0.61 0.013 71 71 7.4 7.3 2.0 <0.1
28 0.13 0.010 72 73 7.3 7.1 4.0 <0.1
29 0.49 0.011 72 74 7.6 7.2 4.5 <0.1
30 4.69 0.054 72 72 7.5 7.0 3.0 <0.1
31 0.029
Total Monthly Monthly Monthly Monthly Monthly 30 day now-weighted avg (1) 30 day now-weighted avg (1)
Precip. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) elf.(mg/I) inf.(mgn) elf.(mgn)
6.40 0.020 72 72 7.1 7.6 6.7 7.6 16.0 <0.1 158 2 112 7
%Rem.-> 99 %Rem.-> 94
30 Day Average
Quantity Loading (1) 0.32 Ibs/day 1.11 Ibs/day
(1) Refer to January 1994 edition of DMR Manual forcompJeting the Discharge Monitoring Report {orlhe national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
~b~~:e~~:~~u~~~e~teS~~~~ ~~~i~nf~~ ~~~~:c ~~~ft:~~ ~~~~:~~~~~~~~~:Ytvne for temoerature, PH and settleable solids is arab
J
Page 2 of 4
"
FACILITY MAILING ADDRESS (Street, City, Zip Code) I TELEPHONE NUMBER I CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE I
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 Tvpe Tvoe Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 0.8
0 2 1.4
0 3 1.8
0 4 1.5
0 5 1.6
0 6 1.4
0 7 2.0
0 8 2.0
0 9 1.8 < 2 MONTHLY SAMPLES TAKEN
0 10 2.0
0 11 . 1.8
0 12 1.8
0 13 1.7
0 14 1.6
0 15 1.4
0 16 1.7
0 17 1.8
0 18 1.0
0 19 1.2
0 20 1.3
0 21 1.4
0 22 1.6
0 23 2.0
0 24 1.9
0 25 1.8
0 26 1.4
0 27 2.0
0 28 1.7
0 29 1.6
0 30 0.8
31
30 day flow-weighted avg meant 1) Monthly 30 day geometric meant 1 )
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#DIV/O! #DIV/O! < 2
Ibs/day
#DIV/O! #DIV/O!
(1! ~efer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report far 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 oermit for soecific monitorinn renuirements. Sarnole tvee for temoerature, PH and settleable solids is arab
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Page 3 of 4
'.
Fixed Media Activated Sludge
Process Control Process Control
Recirculation Media effluent Mixed Liquor Settleable Sludge Return Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mVl Sludge (RAS) Sludge 0NAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgll 5 Minutes 30 minutes M.G.D. Ibs/day
0 1 3.5 200 240
0 2 3.4 250 290
0 3 3.2 300 310
0 4 3.6
0 5 3.5
0 6 3.6
0 7 3.5 400 410
0 8 3.0
0 9 3.2 390 380
0 10 3.0 350 400
0 11 2.9
0 12 3.0
0 13 2.8
0 14 3.1 380 380
0 15 3.4
0 16 3.6
0 17 3.8
0 18 3.5
0 19 3.6
0 20 3.8
0 21 3.0
0 22 2.6
0 23 3.1
0 24 3.0 180 220
0 25 2.8
0 26 2.9
0 27 3.4 200 240
0 28 3.1 200 260
0 29 3.0
0 30 2.8
31
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibslday Ibs/dav Ibs/dav Ibs/dav I
(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, ete
Page 4 of4
Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream during month: a. amount 7,500 gals
a. Chlorine 62.75 gals. b. solid content
I I b. Ibs. c. Volitile Solisd Content
Date Station Parameter Result c. Ibs. d. Disoosal Site:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical Dower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 7.90
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 nallons o. Disoosal Site
d. Coal. tons
e. Dinester Gas cubic feet
f. orooane nallons Dioester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
I Camo Pollution Control,lnc. 46.50
1- Septage, holding tank waste and
portable toilet waste
Total Max day
I
Volume (GaLl
2- All other wastes
Total Max day
3. Number of Part 364 haulers currently
aooroved to transoort wastes to this
POTW
a.Seotaoe,etc
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 Dunishable as a-etass A mlsaemeanor oursuant to Section 210.45 of the Penal Law.
i/l2t&wd2 /;{&~.~~
Sionature of Chief Ooerator or DesiQnated ~acility Representative Date
ENVIRONMENTAL LABWORKS'I INC.
September 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
RECEIVED SEP 1 6 2010
~ (Q) liY
~t:>
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 9/8/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
9/8/10
8:00-1:00pm Composite
Camo - MY
9/8/10 - Fecal 4:15pm MFL[ 9/9/10 - BOD 2:10pm LB
09081020
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 158 mg/L
Secondary 1 7.8 mg/L
Secondary 2 4.2 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 112 mg/L
Secondary 1 8.1 mg/L
Secondary 2 5.3 mg/L
Effluent 7.3 mg/L
Volatile Susp. Solids Influent 108 mg/L
Secondary 1 5.6 mg/L
Secondary 2 5.3 mg/L
Effluent 7.3 mg/L
Fecal Coliforms 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 you[
:tLttQ -c <N~
Anthony J. Falco
Laboratory Director
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