Fleetwood Wastewater Treatment Facilty
92-H-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTHOF Nav 2011
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY-0021601 Fleetwood Wastewater Treabnent Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mill) B.D. D 5 (mini .. . SuspendedSolids(mVI)
Daily Precip. Insl.Max. Diy Average. Insl.Min. Influent Effluent Influent .. Influent Effluent Effluent Influent Effluent I.. Influent ... Effluent Influent Effluent
I.
DAY DATE in/day MGD MGD MGD (2) .. (2) Minimum Maximum Minimum Maximum Maximum Maximum .. Type Type Type Type
1 0.052 60 60 7.3 7.1 4.0 <0.1
2 0.077 59 59 7.1 7.2 2.0 <0.1
3 0.064 60 61 7.2 7.5 4.0 <0.1
4 0.052 60 61 7.3 7.1 5.0 <0.1
5 0.049 58 59 7.2 7.3 4.0 <0.1
6 0.056 57 58 7.1 7.1 7.0 <0.1
7 0.046 60 58 7.1 7.1 3.0 <0.1
8 0.045 61 59 7.2 7.2 11.0 <0.1
9 0.046 60 60 7.3 7.1 15.0 <0.1 420 3 160 20
10 0.06 0.049 61 62 7.4 7.3 9.0 <0.1
11 0.01 0.042 60 61 7.3 7.2 8.0 <0.1 /\
12 0.025 60 60 7.4 7.3 10.0 <0.1 ~ \
13 0.052 59 58 7.3 7.1 6.0 <0.1 ~V \!, \
14 0.038 60 60 7.5 7.1 7.5 <0.1 ("'" i ~.\
15 0.01 0.029 60 61 7.3 7.1 2.0 <0.1 \ ;.. a.~\
16 0.65 0.042 61 61 7.4 7.0 8.0 <0.1 \ l?& ~ \Y\ \
17 0.039 59 60 7.3 6.9 7.0 <0.1 \. ~:~ ~ ~l\'
18 0.040 60 56 7.4 7.2 5.0 <0.1 \ 'P' C- -:? .....,\
19 0.034 59 55 7.4 7.1 8.0 <0.1 \ l~ C" .,. ~ .\
20 0.01 0.033 59 56 7.3 7.4 4.0 <0.1 \ ~ .~ "-... 'r'\"?\
21 0.033 60 58 7.1 7.3 10.0 <0.1 ~~ ~ ...... J\
22 1.84 0.091 59 58 7.1 7.3 7.0 <0.1 1\ ~~ V"" ~ '"'"\
23 0.08 0.078 58 58 7.1 7.1 12.0 <0.1 \ \\' 0) " \
24 0.113 58 55 7.2 7.2 8.5 <0.1 \ ~ 'P r:;... \
25 0.091 58 58 7.3 7.1 4.0 <0.1 \ :;.-' ~
26 0.074 57 58 7.2 6.9 6.0 <0.1 \ ~
27 0.077 56 57 7.3 6.8 8.0 <0.1 \~,.
28 0.052 59 60 7.1 7.1 12.0 <0.0
29 0.34 0.055 62 60 7.2 7.3 15.0 <0.1
30 0.057 60 59 7.3 7.4 11.0 <0.1
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/I) eff.(mgll) inf.(mg/I) eIf.( mgn)
3.00 0.054 59 59 7.1 7.5 6.8 7.5 15.0 <0.1 420 3 160 20
%Rem.-> 99 %Rem.-> 88
30 Day Average
Quant~y Loading (1) 1 Ibslday 8 Ibslday
11 \ Refer 10 Januarv 1994 edilion of DMR Manual for comp/elinn the Dischame Monitorina Renort for lhe netional Pollutant Dischame Elimination Svstem INPDESI for orocedures to calculate loadinos arithmetic mean, oeometric Mean maximum
minimUm, percent removal, ete
{LJ IT I emperature IS measurea more man once a oay, reporr me average ror me cay
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE
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 mg/l Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems.- equipment failures, etc.
0 1 1.8
0 2 1.6 Flush cl2 system
0 3 2.0
0 4 0.9
0 5 1.0
0 6 1.1
0 7 1.5
0 8 2.0
0 9 2.0 < 2 monthly samples taken
0 10 1.8
0 11 1.4 Flush c12 system
0 12 0.9
0 13 1.8
0 14 2.0
0 15 2.0
0 16 1.3
0 17 1.5
0 18 2.0
0 19 0.8
0 20 1.3
0 21 2.0
0 22 1.2
0 23 1.3
0 24 1.0
0 25 0.7
0 26 0.6
0 27 1.2
0 28 1.0 Flush cl2 system
0 29 2.0
0 30 1.7
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
0.6 2.0
Ibs/day
#DIV/O! #DIV/O!
(1) Refer to January 1994 edition of DMR Manual forcomple6ng the Dischaf!le Momforing Report for fhe national Pollutanf Dischaf!le EI,mina60n System (NPDES) for procedures to calculate loadings, anthmetlc mean, geometric Mean, maximum,
minimum, percent removal, ete
NOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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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) mlA Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mlA mgA 30 Minutes 30 minutes M.G.D. Ibslday
0 1 2.1
0 2 2.3
0 3 2.8
0 4 3.0
0 5 2.9
0 6 3.2
0 7 2.0 450 480
0 8 2.2 450 550
0 9 2.5 450 550
0 10 2.8 450 530
0 11 2.6
0 12 2.4
0 13 3.0
0 14 2.8
0 15 2.0 340 380
0 16 1.7 310 300
0 17 1.8
0 18 2.2 200 250
0 19 2.1
0 20 2.0
0 21 2.6
0 22 3.0
0 23 2.6
0 24 3.1
0 25 2.8
0 26 2.5
0 27 2.4
0 28 3.0 90 90
0 29 3.1 80 80
0 30 3.5 50 60
31
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibsldav Ibs/dav 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) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal. etc
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Effect on Receiving Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream I I during month: a. amount 7,000 gals.
a. Chlorine 97.5 gals. b. solid content
I b. Ibs. c. Volitile Solisd Content
Date Station Parameter ResuR c. Ibs. d. Disposal Site: Coppolla Services Inc.
d. Ibs.
e. Ibs.
1. Ibs.
Amount of ecectrical power consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninas 9.60 aals.
b. Stand-bv kilowatt hours b.Grit
I c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil oallons f.
c. Gasoline oallons o. Disoosal Sit Roval Cartina
d.Coal. tons
e. Dioester Gas cubic feet
f. propane gallons Digester Gas Wasted
I
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
I Camo PollutionControl,lnc. 40.50
1- Septage. holding tank waste and
portable toilet waste
Total Max day
Volume (Gal.)
2- All other wastes
Total Max day
3- Number of Part 364 haulers currently
approved to transoort wastes to this
POTW
a.Septaae,etc I
I herebv affirm under penalty of perjury that information orovided on this form is true to the best of mv knowledge and belief. False statements
b. All others made herein are nlJt1iolbable as a Class A misde ant to Section 210.45 of the Penal Law.
tj(&lV".lOfTjfLAA~ /;-( JO {J-el {J
Sianature of Chief Operator or Designated Facility RepresJntative I Date
ENVIRONMENTAL LABWORKS'I INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP # I 0824
November 15, 2011
RECEIVED NOV 1 6 lOll
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
~. (QJ [f?J 'if
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Fleetwood STP received at the laboratory 11/9/11.
Date Collected:
Time Collected:
11/9/11
8:30am-1:30pm Composite,
Fecal 12:00pm
Camo - MY
Date Analyzed: 11/9/11 - Fecal 4:20pm NP
11/10/11 - BOD 12:50pm NP
Sample ID: 11091129
Collected By:
PARAMETER
Fecal Coli forms
LOCATION RESULTS METHOD
Influent 420 mg/L SM18, 5210 Winkler
Secondary #1 11. 4 mg/L
Secondary #2 12.4 mg/L
Effluent 2.5 mg/L
Influent 160 mg/L SM18, 2540D
Secondary #1 7.0 mg/L
Secondary #2 8.0 mg/L
Effluent 20.0 mg/L
Effluent <2.0 CFU/100ml SM18, 9222D
BOD 5 Day
Total Susp. Solids
The data contained in this report were obtained using EPA or other approved
methodologies. This laboratory or any outside laboratory used are NYS ELAP
certifies for these analyses. 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.
If you have any questions or require any additional services, please do not
hesitate to contact us at 845-236-7823.
Thank you, . ~./
~\kr
Anthony J. Falco
Laboratory Director
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