Fleetwood
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92-15-7 (11/95)- 27c New York State Department of Environmental Conservation JUL- 2 2 2010 Page 1 of 4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF June 2010 --...... r1\ f"\C \A1~r"\r"\T"Ir:J::D
II H
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER . -F IO~. .........."
NY -0021601 Fleetwood Wastewater Treatment Facility I Town of Wappingers \ JVVI\I dDrive
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) B.a. D 5 (mln) Suspended Solids(mln)
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 0.14 0.021 70 79 7.1 7.5 5.0 <0.1
2 0.025 71 77 7.0 7.4 6.0 <0.1
3 0.020 72 72 7.7 7.2 3.0 <0.1
4 0.018 73 75 7.6 7.3 4.0 <0.1
5 0.10 0.020 71 73 7.6 7.1 3.0 <0.1
6 0.44 0.027 72 75 7.5 7.1 4.0 <0.1
7 0.024 69 67 7.3 7.3 7.0 <0.1
8 0.01 0.019 65 68 7.2 7.0 3.0 <0.1
9 0.36 0.025 68 66 7.3 7.0 5.0 <0.1 290 6 240 11
10 0.026 68 68 7.3 7.1 6.5 <0.1
11 0.017 70 68 8.0 7.2 12.5 <0.1
12 0.38 0.024 71 67 7.3 7.5 7.5 <0.1
13 0.03 0.030 70 67 7.4 7.5 6.0 <0.1
14 0.022 70 70 7.4 7.4 4.5 <0.1
15 0.023 70 69 7.7 7.4 11.0 <0.1
16 0.03 0.021 69 69 7.5 7.3 4.0 <0.1
17 0.024 70 70 7.2 7.6 2.5 <0.1
18 0.018 71 70 7.6 7.5 4.0 <0.1
19 0.020 71 71 7.5 7.5 0.5 <0.1
20 0.075 70 74 7.6 7.4 3.0 <0.1
21 0.019 72 72 7.5 7.3 7.5 <0.1
22 0.37 0.028 72 73 7.3 7.6 6.0 <0.1
23 0.016 73 74 7.6 7.3 1.0 <0.1
24 0.06 0.015 73 76 7.5 7.4 3.5 <0.1
25 0.011 72 75 7.6 7.6 4.0 <0.1
26 0.020 73 72 7.5 7.5 6.0 <0.1
27 0.023 72 72 7.5 7.6 5.0 <0.1
28 0.023 75 76 7.6 7.3 10.0 <0.1
29 0.019 77 77 7.5 7.3 3.0 <0.1
30 0.018 71 71 7.8 7.3 12.0 <0.1
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day now-weighted avg (1) 30 day now-weighted avg (1)
Precip. Averaoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mgn) eff.(mgJl)
1.92 0.023 71 72 7.0 8.0 7.0 7.6 12.5 <0.1 290 6 240 11
-
%Rem.-> 98 %Rem.-> 96
30 Day Average
Quantny Loading (1) 1.25 Ibslday 2.21 Ibslday
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination Sysft;Jm (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
(~J If I emperature IS measurea more Inan once a cay, report me average Tor me cay
NOTE: Refer to current SPDES oermit for soecific monitorinn renuirements. Samole-tvne for temnerature. PH and settleable solids is arab
_-3
Page 2 of 4
FACILITY MAILING ADDRESS (Street, C~y, Zip Code) I TELEPHONE NUMBER I I CHIEF OPERTATOR'S NAME I I CERTIFICATION GRADE
c/o Camo. 1610 Rt 376 wapplngers Falls NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS(mgnj CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Tvpe Tvpe Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 0.8
0 2 0.9
0 3 0.7 new motor starter for gear drive
0 4 1.0
0 5 1.5
0 6 1.4
0 7 1.7
0 8 1.7
0 9 1.0 <2 MONTHLY SAMPLES TAKEN
0 10 1.0 flush cl2 system
0 11 1.0
0 12 1.8
0 13 1.4
0 14 1.5
0 15 1.7
0 16 1.6 flush cl2 system
0 17 2.0
0 18 1.8
0 19 1.8
0 20 1.7
0 21 1.5
0 22 1.2
0 23 1.2
0 24 1.5
0 25 0.8
0 26 1.3
0 27 1.4
0 2B 1.6
0 29 1.5
0 30 O.B
31
30 day flow-weighted avg meant 1) Monthly 30 day geometric mean( 1 )
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#DIV/OI #DIV/OI <2
""''','
#DIV/OI #DIV/O!
(1) Reter to January 1994 edition at DMR Manual for completing the Discha1!le Monitoring Report for the national Pollutant Discha1!le Elimination System (NPDES) tor procedures to calculate loadings. arithmetic mean, geomelric Mean, maximum,
minimum, percent removal, ete
NOTE: Reter to current SPDES permit tor specific monitorina reauirements. Samole lvee tor temperature PH and settleable solids is arab
Page 30f4
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 S.S. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgJI 5 Minutes 30 minutes M.G.D. Ibslday
0 1 1.5 400 370
0 2 1.6
0 3 1.5 350 350
0 4 1.6
0 5 1.5
0 6 1.6
0 7 1.6 310 330
0 8 1.5
0 9 1.5 250 270
0 10 1.5 310 250
0 11 1.6 270 280
0 12 1.7
0 13 2.0
0 14 1.9 380 460
0 15 2.1 340 500
0 16 2.0 310 460
0 17 2.6 350 570
0 18 1.3 330 520
0 19 1.5
0 20 1.6
0 21 1.8 420 650
0 22 1.7 430 700
0 23 2.0 270 620
0 24 1.4 340 750
0 25 1.9
0 26 2.0
0 27 1.8
0 28 2.3 350 480
0 29 2.5 350 430
0 30 2.1
31 2.0
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibsldav Ibsldav Ibs/dav Ibslda
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for/he national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ate
Page 4 of4
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 15,000 gals
a. Chlorine 65.00 gals. b. solid content I
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resuit 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-by kilowatt hours b. Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b. Oil nallons f.
c. Gasoline aallons 10. Disoosal Site
d.Coal. tons
e. Diaester Gas cubic feet
f. orooane 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. 47.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume IGal.\
2- All other wastes
Total Max day
3- Number of Part 364 haulers currently
annroved to transnort wastes to this
POTW
a.Septane,etc
I I hereby affirm under penaity 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 a~nishable as a Class A . or nursuant to Section 210.45 of the Penal law.
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Sianature of Chief Operator or Desianated Facilitv Rlaresentative Date
ENVIRONMENTAL LABWORKS, INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
RECEIVED JUN 2 3 2010
@(Q)[9J'tf
June 15, 2010
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 6/9/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample 10:
6/9/10
8:00-1:00 pm
Camo - MY
6/9/10 - Fecal 4:45pm, 6/10/10 - BOD 11:25am
06091022
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 290 mg/L
Secondary 1 8.8 mg/L
Secondary 2 10.2 mg/L
Effluent 6.0 mg/L
Total Susp. Solids Influent 240 mg/L
Secondary 1 12.0 mg/L
Secondary 2 7.3 mg/L
Effluent 10.6 mg/L
Volatile Susp. Solids Influent 240 mg/L
Secondary 1 12.0 mg/L
Secondary 2 7.3 mg/L
Effluent 10.0 mg/L
Fecal Coli forms Effluent 2 CFU /1 0 Oml
METHOD
SM18, 5210B
SM18, 25400
SM18, 25400
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,
~-C~
Anthony J. Falco
Laboratory Director
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