Fleetwood
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92-15-7 (11/95)- 27c New York State Department of Environmental Conservation AUG 3 1 2010 age 1 of4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2010 TOWN OF ... a ---.
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SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FAC L1TYLO--'" '1\1 r. CO./
NY -0021601 Fleetwood Wastewater Treabnent Facility Town ofWapplngers . - .. eU'
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) B.a. D 5 (mill) 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 0.021 70 71 7.2 7.1 3.0 <0.1
2 0.016 71 71 7.3 7.2 5.0 <0.1
3 0.016 70 71 7.3 7.1 5.0 <0.1
4 0.019 72 72 7.3 7.2 1.0 <0.1
5 0.025 73 74 7.5 7.4 1.5 <0.1
6 0.017 78 80 7.6 6.8 3.5 <0.1
7 0.014 78 79 7.3 7.0 10.0 <0.1
8 0.011 77 80 7.6 7.1 12.5 <0.1
9 0.013 78 78 7.3 7.6 8.0 <0.1
10 0.60 0.018 78 75 7.3 7.2 6.0 <0.1
11 0.015 77 76 7.6 7.3 10.5 <0.1
12 0.01 0.017 75 77 6.9 6.7 5.0 <0.1
13 0.20 0.016 77 78 7.0 7.1 3.0 <0.1
14 0.06 0.015 76 78 8.0 7.1 20.0 <0.1 198 2 168 8
15 0.007 77 76 7.6 7.3 17.5 <0.1
16 0.012 78 76 7.9 7.1 18.0 <0.1
17 0.014 78 72 7.8 7.1 20.0 <0.1
18 0.013 78 77 7.8 7.2 15.0 <0.1
19 0.022 75 78 7.3 7.3 6.0 <0.1
20 0.011 76 78 7.6 6.7 8.5 <0.1
21 0.05 0.013 78 78 7.5 6.5 4.0 <0.1
22 0.016 78 78 7.3 6.5 6.0 <0.1
23 0.25 0.018 76 72 7.2 7.6 5.0 <0.1
24 0.12 0.010 78 72 7.4 7.5 7.0 <0.1
25 0.01 0.018 78 78 7.3 7.6 6.5 <0.1
26 0.020 78 78 7.6 7.5 11.0 <0.1
27 0.020 76 76 7.5 7.2 2.0 <0.1
28 0.019 75 78 7.6 7.1 7.0 <0.1
29 0.015 76 78 7.6 7.2 3.5 <0.1
30 0.014 75 76 7.5 6.8 2.0 <0.1
31 0.018 74 75 7.6 6.9 5.0 <0.1
Total Monthly Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. A veraoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mgn) eff.(mgll)
1.30 0.016 76 76 6.9 8.0 6.5 7.6 20.0 <0.1 198 2 168 8
%Rem.-> 99 %Rem.-> 96
30 Day Average
Quant~y Loading (1) 0.30 Ibs/day 0.94 Ibs/day
(1) Reter to January 1994 edition at DMR Manual for compleUng Ihe Dischaf!}8 Moniloring Report for lhe 'nalional Pollutant Discharge Elimination System (NPDES) tor procedures to calculate loadings, arithmetic mean, geometric Mean, maximum.
minimum, percent removal, ete
lLJ If I emperature IS measurea more man once a aay. repon me average ror me cay
NOTE: Reter to current SPDES Dermit tor ;;,.;C;fic monitorino reouirements. SamDle'!voe tor temoerature PH and settleable solids is Drab
j
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FACILITY MAILING ADDRESS (Street, C~y, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME I I CERTIFICATION GRADE I
cia 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 mall Effluent REMARKS
DAY DATE Tvoe Tvoe Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.1
0 2 1.7
0 3 1.5
0 4 1.4
0 5 1.9
0 6 0.8
0 7 0.9
0 8 0.8
0 9 0.7
0 10 1.0
0 11 1.0
0 12 1.2
0 13 2.0
0 14 0.9 < 2 MONTHLY SAMPLES TAKEN
0 15 1.1
0 16 1.0
0 17 1.1
0 18 1.0
0 19 1.8
0 20 1.4
0 21 1.4
0 22 1.6
0 23 2.0
0 24 1.6
0 25 2.0
0 26 1.3
0 27 1.5
0 28 2.0
0 29 1.8
0 30 1.7
31 1.6
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(l)
Influent mgn Effluent mgn Minimum(l) Maximum(l)
#DIVIOI #DIVIOI < 2
Ibslday
#DIVIOI #DIVIO!
(1) Refer to January 1994 edition of DMR Manual for completing the Dischatpe Monitoring Repol1 lor the national Pollutant Discharpe Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean: geomelIic Mean, maximum,
~~~~~~~:r:~~~:~~a~;~~ oermit for sDecific monitorina r90uirements. Samnle tvDe for temperature PH and settleable solids is nrab
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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) mVl Sludge (RAS) Sludge (\NAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mUI mgJI 5 Minutes 30 minutes M.G.D. Ibslday
0 1 2.3 350 440
0 2 2.6 350 340
0 3 2.8
0 4 3.0
0 5 2.6
0 6 2.6 150 310
0 7 2.8 180 290
0 8 3.0 120 210
0 9 2.5 150 200
0 10 2.8
0 11 3.0
0 12 2.0 150 180
0 13 2.3 160 180
0 14 2.0 160 170
0 15 2.1
0 16 2.0
0 17 2.1
0 18 2.1
0 19 2.3 170 170
0 20 2.7 170 170
0 21 3.1 160 150
0 22 3.0 140 130
0 23 2.8
0 24 2.9
0 25 3.5
0 26 3.4
0 27 3.0 210 220
0 28 2.8
0 29 3.1
0 30 3.0 270 200
31 3.4
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) IbsJday IbsJdav IbsJdav IbsJday 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, ate
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Effect on Receivina Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream I I during month: a. amount I o gals
a. Chlorine 61.50 gals. b. solid content I
b. Ibs. c. Volnile Solisd Content
Date Station Parameter Result c. Ibs. d. Disoosal Sne:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical Dower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 9.30
b. Stand-bv I kilowatt hours b.Grit
I c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil oallons f.
c. Gasoline aallons la. Disoosal Sne
d.Coal. tons I
e. Dinester Gas cubic feet
f. orooane I aallans Diaester Gas Wasted
labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FUll TIME NUMBER PART TIME TOTAL HOURS
I Camo Pollution Control,lnc. 49.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
I
Volume (GaD
2- All other wastes
To", Max day
3- Number of Part 364 haulers currently
aooroved to transnort wastes to this
POTW
a.Septaae,etc
I hereby affirm under penatty 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~"'5lflable.as a Class A misdalneanor Dursuant to Section 210.45 of ~nallaw.
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Sianature of Chief Operator or Desianated Facilnv Renre~tative --, {/ '"L/ Date
,
ENVIRONMENTAL LABWORKS" INC.
July 20, 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 LIUL 2 2 2010
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The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 7/14/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
7/14/10
8:00-1:00 pm
Camo - MY
7/14/10 - Fecal 3:00pm, 7/15/10 - BOD 11:05am
07141038
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 198 mg/L
Secondary 1 6.0 mg/L
Secondary 2 5.5 mg/L
Effluent 2.4 mg/L
Total Susp. Solids Influent 168 mg/L
Secondary 1 18.0 mg/L
Secondary 2 12.0 mg/L
Effluent 7.5 mg/L
Volatile Susp. Solids Influent 168 mg/L
Secondary 1 20.0 mg/L
Secondary 2 12.0 mg/L
Effluent 7.5 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.
Than. k yc:.::, ~.d
P-rn n n 1\ C c..w
~\,
Anthony J. Falco
Laboratory Director
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