Fleetwood
fRj~((;~~~~[Q)
92-15-7 (11/95)- 27c New York State Department of Environmental Conservation DEe 2 '0 Page 1 of 4
,.. Division of Water 2010
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF NOV 2010 -- .
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER ~&~ ."" 'l::n
PAMI",!! N v v ~,- '-".L I ...
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Tn 'AI 1\1 ~.etlllbml Di'lve
VOLUME OF SEWAGE TREATED TEMPERATURE (oC,) pH (SH) Settleable .... .... pended 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.Q16 57 58 7.3 7.7 6.0 <0.1
2 0.019 56 57 7.2 7.6 8.0 <0.1
3 0.15 0.022 57 57 7.3 7.7 4.0 <0.1
4 1.03 0.025 57 58 7.2 7.6 7.0 <0.1
5 0.018 58 60 7.4 7.3 3.0 <0.1
6 0.024 57 58 7.1 7.5 4.0 <0.1
7 0.030 56 55 7.3 7.2 6.0 <0.1
8 0.02 0.024 58 57 7.3 7.4 11.0 <0.1
9 0.026 60 59 7.3 7.5 12.0 <0.1
10 0.014 60 61 7.4 7.7 9.5 <0.1 197 2 190 5
11 0.023 58 60 7.3 7.5 10.0 <0.1
12 0.017 58 58 7.4 7.3 8.0 <0.1
13 0.024 57 56 7.3 7.4 4.0 <0.1
14 0.021 58 57 7.4 7.2 6.0 <0.1
15 0.08 0.018 60 59 7.3 7.1 3.5 <0.1
16 0.68 0.021 58 59 7.2 7.2 6.0 <0.1
17 0.028 59 61 7.3 7.0 10.5 <0.1
18 0.029 60 60 7.2 7.3 6.0 <0.1
19 0.019 58 58 7.6 7.6 12.0 <0.1
20 0.022 57 57 7.5 7.5 10.0 <0.1
21 0.027 57 56 7.5 7.4 9.0 <0.1
22 0.017 61 58 7.3 7.0 10.0 <0.1
23 0.024 60 58 7.5 7.2 13.0 <0.1
24 0.016 58 57 7.5 7.7 8.0 <0.1
25 0.32 0.022 58 57 7.4 7.1 7.0 <0.1
26 0.02 0.020 57 56 7.5 7.3 8.0 <0.1
27 0.016 56 56 7.4 7.4 6.0 <0.1
28 0.025 54 56 7.2 7.1 15.0 <0.1
29 0.019 55 56 7.3 7.5 17.0 <0.1
30 0.14 0.023 56 57 7.3 7.7 12.0 <0.1
31
Total Monthly Monthly Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day fIow-weighted avg (1)
Precip. A veraoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum Int.(mgJl) eff.(mgll) inf.(mgll) eff.(mg/l)
2.44 0.022 58 58 7.1 7.6 7.0 7.7 17.0 <0.1 197 2 190 5
%Rem.-> 99 %Rem.-> 97
I
30 Day Average
Quantity Loading (1) 0.23 Ibslday 0.58 Ibslday
) Reter '0 January 1994 edition of DMR Manual for completing the Dischaf!}e Monifering Report for the nationat Poltutant Dischaf!}e Elimination System (NPDES) tor procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
inimum, percent removal, ete
) IT I emperature IS measurea more man once a aay, report me average Tor me cay
JTE: Refer to current SPDES nennit for snecific monitorina renuirements. Samnle - tvoe for temNlrature, PH and settleable solids is nrab
-0
Page 2 of 4
'f=ACILlTY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER I CHIEF OPERTATOR'S NAME I I I CERTIFICATION GRADE I
cia Camo.1610 Rt 376 wappingers Falls NY 12590 845-463-7310 CAMO POLLUTION CONTROL.lNC. 1A
TOTAL PHOSPHORUS{mgJl) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 2.0
0 2 2.0
0 3 1.7
0 4 1.8
0 5 1.5
0 6 1.3
0 7 1.7
0 8 1.0
0 9 1.6
0 10 2.0 < 2 MONTHLY SAMPLES TAKEN
0 11 1.9
0 12 1.7 flush d2 system
0 13 1.7
0 14 1.5
0 15 0.9
0 16 1.4
0 17 0.9
0 18 1.6 flush cl2 system
0 19 2.0
0 20 1.9
0 21 1.7
0 22 0.8
0 23 1.9 flush d2 system
0 24 2.0
0 25 1.8
0 26 1.3
0 27 2.0
0 28 1.7
0 29 2.0
0 30 2.0 flush cl2 system
31
30 day flow-weighted ayg mean( 1 ) Monthly 30 day geometric mean( 1 )
Influent mgn Effluent mgn Minimum(l) Maximum(l)
#DIV/OI #DIV/OI <2
Ibslday
#DIV/OI #DIV/O!
1) Refer to January 1994 edition of DMR Manual for completing the Discharge Momtonng Report for the national Pollutant Discharge Elimmation System (NPDES) for procedures to calculate loadings, anthmetlc mean, geometric Mean, maximum,
,inimum, percent removal, ete
IOTE: Refer to current SPDES DerTmt for specIfic mOOltonnn reouirements Sarnnle tvne for temnerature PH and settleable solids is nrab
Fixed Media Activated Sludge
~ Process Control Process Control
Recirculation Media effluent Mixed Uquor Settleable Sludge Retum 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 mgn 5 Minutes 30 minutes M.G.D. Ibslday
0 1 3.5 330 580
0 2 3.4
0 3 3.2 400 550
0 4 3.0 460 620
0 5 3.4
0 6 3.4
0 7 3.6
0 8 2.9 460 680
0 9 2.5 450 630
0 10 2.6
0 11 3.1
0 12 3.8 640 740
0 13 3.9
0 14 3.8
0 15 2.6 480 810
0 16 2.4 350 730
0 17 2.1 480 680
0 18 2.3 420 820
0 19 2.4 350 700
0 20 2.3
0 21 2.4
0 22 2.5 310 650
0 23 2.6 300 470
0 24 2.4 280 410
0 25 2.3
0 26 2.8
0 27 3.0
0 28 2.4
0 29 2.6 350 680
0 30 2.8 380 610
31
10 day
uithmetic
1ean (1)
;0 Day Average
!uantity
Jading (1) Ibs/dav Ibsldav Ibsldav Ibslda
) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report 'artha national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
inimum, percent removal, etc
Page 3 of 4
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 during month: a. amount 7,500 gals
a. Chlorine 62.70 gals. b. solid content
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Result c. Ibs. d. Disoosal S~e:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninas 8.85
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 S~e
d.Caal. tans
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
I Camo Pollution Control,lnc. 44.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (Gal.)
2. All other wastes
T.... Max day
3. Number of Part 364 haulj!rs currently
aooroved to transoort wastes to this
POTW
.Seotaae,etc
I hereby affirm under pena~y of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
All others made herein are ounishable as" Class A misdemeanor oursuant to Section 210.45 of the Penal Law.
v/~f~..eAA~1/( Itlf7/~.O
Sinnature of Chief Ooerator or Desinnated Facilitv Representative , ~ f
Date
ENVIRONMENTAL LABWORKS~ INC.
November 16, 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 NOV 1 8 2010
~(Q)~}P
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 11/10/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
11/10/10
8:00-1:00pm Composite
Camo - MY
11/10/10 - BOD 11:05amLB
11101024
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 197 mg/L
Secondary 1 10.2 mg/L
Secondary 2 13 .4 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 190 mg/L
Secondary 1 4.0 mg/L
Secondary 2 8.5 mg/L
Effluent 5.0 mg/L
Volatile Susp. Solids Influent 180 mg/L
Secondary 1 4.0 mg/L
Secondary 2 8.5 mg/L
Effluent 5.0 mg/L
Fecal Coliform Effluent <2 CFU/IOOml
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"
~~.:V
Anthony J. Falco
Laboratory Director
Page 1 of 1