Fleetwood Wastewater Treatment Facility
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1l-15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of 4
Division of Water
ilVASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Jan 2012
:;PEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
\IY-0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers I Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mln) B.a. D 5 (mln) Suspended Solids(mlll)
I 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 0.080 51 51 7.3 7.3 15.0 <0.1
2 0.085 52 52 7.3 7.2 12.0 <0.1
3 0.070 53 52 7.3 7.5 12.0 <0.1
4 0.085 51 50 7.4 6.9 11.0 <0.1
5 0.060 50 50 7.3 7.0 7.5 <0.1
6 0.041 51 52 7.4 7.4 6.0 <0.1
7 0.067 52 53 7.5 7.5 2.0 <0.1
8 0.061 51 52 7.5 7.5 4.5 <0.1
9 0.053 51 51 7.3 7.2 8.0 <0.1
10 0.052 50 52 7.2 7.1 12.0 <0.1
11 0.23 0.059 51 51 7.3 7.4 9.5 <0.1 230 13 184 11
12 0.30 0.051 50 52 7.5 7.4 10.0 <0.1
13 0.02 0.036 51 52 7.3 7.3 6.0 <0.1
14 0.057 50 51 7.4 7.4 4.0 <0.1
15 0.079 50 48 7.2 7.2 11.0 <0.1
16 0.11 0.049 49 48 7.1 6.8 5.0 <0.1
17 0.11 0.049 51 49 7.4 7.2 30.0 <0.1
18 0.045 53 50 7.6 6.9 20.0 <0.1
19 0.01 0.056 51 48 7.3 6.9 15.5 <0.1 I --
20 0.09 0.042 50 49 7.4 6.8 18.0 <0.1 I /'i5) (t::::) ,-:: - -
21 0.09 0.039 50 48 7.3 6.9 10.5 <0.1 Lfl] Ie: (( : / f.:;' /I - 7
22 0.050 50 48 7.2 7.1 4.0 <0.1 ~UV :::,.,/U)
23 0.15 0.047 51 49 7.2 7.1 6.0 <0.1
24 0.037 52 50 7.3 7.3 7.0 <0.1 L... 'y , ?nl'l
25 0.055 52 50 7.6 7.0 35.0 <0.1 -,..,.., -v,(..
to
26 0.67 0.044 52 51 7.3 7.1 18.0 <0.1 I . "Y OF lAtA ""_
27 0.42 0.069 51 50 7.2 7.1 16.0 <0.1 , TIIIA/I\ .. r- I
28 0.087 50 51 7.3 7.2 8.0 <0.0 - ~r,'lj L.L c::" -' I
29 0.059 50 50 7.3 7.2 10.0 <0.1 - .. I
30 0.053 50 50 7.2 7.3 6.0 <0.1
31 0.067 51 50 7.3 7.1 9.0 <0.1
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. AveraQe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/I) eff.(mg/I) inf.(mg/l) eff.(mgll)
2.34 0.058 51 50 7.1 7.6 6.8 7.5 35.0 <0.1 230 13 184 11
%Rem.-> 94 %Rem.-> 94
30 Day Average
Quantity Loading (1) 6 Ibs/day 5 Ibs/day
-~--_._. ~
I Refer to Januarv 1994 edition of DMR Manual forcomofeting the Discharoe Monitorina Reoort for the national Pollutant Discharoe Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, aeometric Mean, maximum,
nJmum, percent removal, etc
I IT I emperature IS measurea more man once a aay, report me average Tor tne cay
)TE: Refer to current SPDES permit for specific monitOring requirements. Sample type for temperature, PH and settleable solids is grab
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, lA
TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mg/l Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPNI1 OOml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1,5
0 2 1,5
0 3 2,0
0 4 1,7
0 5 1,8 Flush cl2 system
0 6 1,9
0 7 1.7
0 8 1,1
0 9 2,0
0 10 1,8
0 11 1,9 < 2 monthly samples taken
0 12 2,0
0 13 2,0
0 14 1,6
0 15 1,2
0 16 0,8
0 17 1.7
0 18 1.4
0 19 1.8 Flush cl2 system
0 20 1.7
0 21 2,0
0 22 1.8
0 23 2,0
0 24 1.7
0 25 1,5
0 26 1,6 Flush c12 system
0 27 1.6
0 28 1.4
0 29 1.1
0 30 2,0
31 1,7
1i""._"_.~m~"J Monthly 30 day geometric meant 1 )
Influent mgll Effluent mgll Minimum(l) Maximum(l)
#DIV/O! #DN/O! < 2
0,8 2,0
Ibs/day .'" . . -- ..--:-f';
Ij ;;DIVIO! #DIV/O! i .--.
Page 2 of 4
) 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.
'inimum, percent removal, etc
GTE: Refer to Current SPOES pennit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
Page 3 of 4
Fixed Media Activated Sludge
Process Control Process Control
Recirculation Media effluent Mixed Liquor , Settleable Sludge Retum 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.GD mill mg~ 30 Minutes 30 minutes M.G.D. IbsJday
0 1 3.6
0 2 3.5
0 3 3.1 300 550
0 4 3.0
0 5 3.2
0 6 3.5 650 750
0 7 3.8
0 8 3.3
0 9 3.5
0 10 3.2
0 11 3.8
0 12 3.0 880 900
0 13 3.1
0 14 2.9
0 15 3.1
0 16 2.5
0 17 1.6 950 950
0 18 1.8 930 930
0 19 2.2 880 940
0 20 2.0
0 21 2.8
0 22 3.1 890 890
0 23 3.0
0 24 3.1
0 25 2.2 770 760
0 26 2.4
0 27 2.5 400 550
0 28 2.4
0 29 2.6
0 30 3.4 420 570
31 3.6 480 500
\0 day
.rithmetic
nean (1)
lO Day Average
luentity
1 1 i ~':;~~:.:T~?~J0~Y; :.
C1::!ding (11 I l i ,i i . <.
.\ \.)2> _ i IUS,Gey' 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,
linimum, percent removal, etc
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 I during month: a. amount 7,000 gals.
a. Chlorine 69.5 gals. b. solid content I
I b. Ibs. c. Volitile Solisd Content
Date Station Parameter Result c. Ibs. d. Disposal Site: Coppolla Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical power consumed: Other Solid Wastes:
a. Commercial kilowatt hou rs a. Screenincs 9.75 aals.
b. Stand-bv I kilowatt hours b. Grit
I c.Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil callons f.
c. Gasoline callons a. Disposal Sit Royal Cartino
d. Coal. tons
e. Diaester Gas cubic feet
f. propane gallons Digester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 46.00
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 transport wastes to this
POTW
l.Septace,etc I I
I 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
l. All others made herein are nrIr>i~hable as a Class A mi,.,-jemea~ursuant to Section 210.45 of the Penal Law.
(lfll ~ If J () (/ [V2~~/~ (}((~(t L
Signature of Chief Operator or Designated Facility Re;esentative I Dete
ENVIRONMENTAL LABWORKS, INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
January 17, 2012
L.~CEJVED JA.N 1 8 2012
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
~ ~J lJ'-
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Fleetwood STP received at the laboratory 1/11/12.
Collected By:
1/11/12
8:00am-1:00pm Composite,
Fecal 12:45pm
Camo - MY
Date Analyzed: 1/11/12 - Fecal 3:30pm NP
1/12/12 - BOD 11:35am NP
Sample 10: 01111218
Date Collected:
Time Collected:
Fecal Coli forms
LOCATION RESULTS METHOD
Influent 230 mg/L SM18, 5210 Winkler
Secondary #1 15.7 mg/L
Secondary #2 12.5 mg/L
Effluent 12.8 mg/L
Influent 184 mg/L SM18, 25400
Secondary #1 10.0 mg/L
Secondary #2 8.67 mg/L
Effluent 10.7 mg/L
Effluent <2.0 CFu/100ml SM18, 92220
PARAMETER
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.
Than~ou,
K. /' .
Anthon J. Falco
Laboratory Director
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