Fleetwood
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92-15-7 (11/95)-- 27c New York State Department of Environmental Conservation Page 1 of 4
Division of Water MAY 2 8 2010
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF April 2010
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER F C oflF wAPPTNGFR
NY -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers - . ... le~9olL.Dfilt' ~
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solid (mill) I U l(lJ(UJ' ( "' f'- Suspen ed 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 0.137 51 51 7.6 7.3 3.0 <0.1
2 0.108 51 52 7.5 7.2 2.0 <0.1
3 0.108 51 52 7.5 7.2 3.0 <0.1
4 0.100 50 50 7.4 7.3 4.0 <0.1
5 0.078 51 52 7.3 7.7 6.0 <0.1
6 0.07 0.062 53 54 7.1 7.3 8.0 <0.1
7 0.054 55 56 7.3 7.4 6.0 <0.1
8 0.01 0.048 54 56 7.2 7.2 8.0 <0.1
9 0.29 0.042 56 58 7.3 7.8 5.0 <0.1
10 0.044 50 55 7.3 7.8 7.0 <0.1
11 0.051 51 56 7.6 7.8 3.0 <0.1
12 0.048 52 57 7.3 7.7 4.0 <0.1
13 0.055 56 57 7.4 7.6 4.0 <0.1
14 0.033 56 60 7.6 7.3 8.0 <0.1
15 0.045 56 61 7.5 7.7 7.0 <0.1
16 0.16 0.023 61 58 7.3 7.6 6.0 <0.1
17 0.15 0.042 61 60 7.4 7.3 3.0 <0.1
18 0.032 61 61 7.4 7.6 7.0 <0.1
19 0.031 58 58 7.3 7.9 3.0 <0.1
20 0.027 60 58 7.4 7.7 2.0 <0.1
21 0.027 60 59 7.3 7.8 4.0 <0.1 195 2 120 5
22 0.024 59 60 7.6 7.8 2.0 <0.1
23 0.023 60 58 7.4 7.7 3.0 <0.1
24 0.025 60 59 7.3 7.7 7.0 <0.1
25 0.48 0.037 59 59 7.1 7.6 6.0 <0.1
26 0.54 0.091 58 58 7.5 7.7 8.0 <0.1
27 0.04 0.072 58 58 7.3 7.8 1.0 <0.1
28 0.026 57 57 7.6 7.4 3.0 <0.1
29 0.025 55 56 7.5 7.7 6.0 <0.1
30 0.024 57 56 7.3 7.3 2.0 <0.1
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. Averaoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(m9/1) eff.(mg/l) inf.(mg/l) eff.(mgll)
1.74 0.051 56 57 7.1 7.6 7.2 7.9 8.0 <0.1 195 2 120 5
O/oRem.-> 99 %Rem.-> 96
30 Day Average
Quantity Loading (1) 0.45 Ibs/day 1.06 Ibs/day
1(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, ete
~b~~:e~~:~~~U~~~e~t~~~~~ ~~~~nf~~ ~~~~~ a~~~rt:~~ ~~~;:~~~t~~~~~~:Y tune for temaerature. PH and settleable solids is arab
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FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME I 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 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 1.2
0 2 1.3
0 3 1.3
0 4 1.2
0 5 1.4
0 6 1.8
0 7 1.8
0 8 1.7
0 9 2.0
0 10 1.8
0 11 1.5
0 12 2.0
0 13 1.5 reDairs to DumD #1 IflanQe)
0 14 1.6 repairs to pump #2 (fiance)
0 15 1.6
0 16 0.5
0 17 1.0
0 18 1.4
0 19 2.0
0 20 1.5
0 21 2.0 < 2 MONTHLY SAMPLES TAKEN
0 22 1.8
0 23 1.6
0 24 1.5
0 25 1.2
0 26 1.7
0 27 1.7
0 28 1.5
0 29 1.8
0 30 1.6
31
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(1)
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#DIV/O! #DIV/O! < 2
Ibs/day
#D1V/O! #DIV/O!
(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, ete
NOTE: Refer to current SPDES cermit for specific monitorino reouirements. Samole type for temoerature, PH and settleable solids is nrab
Page 3 of 4
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) mill Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgll 5 Minutes 30 minutes M.G.D. Ibs/day
0 1 4.5
0 2 4.7
0 3 4.5
0 4 4.6
0 5 4.0
0 6 2.8 100 250
0 7 3.0
0 8 3.0
0 9 3.2 130 300
0 10 3.1
0 11 3.0
0 12 3.2 360 480
0 13 1.8 400 650
0 14 1.9
0 15 2.0
0 16 2.0 700 750
0 17 1.9
0 18 1.9
0 19 1.8 700 650
0 20 2.0 700 750
0 21 2.1 780 700
0 22 2.1 880 800
0 23 2.3
0 24 2.1
0 25 2.3
0 26 1.8 820 490
0 27 1.5
0 28 1.8
0 29 2.0 750 300
0 30 1.6
31
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibs/dav Ibs/dav Ibs/dav Ibs/dav 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, ete
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 15,000 gals
a. Chlorine 61.25 gals. b. solid content
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Result c. Ibs. d. Disposal Site:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. ScreeninQs 1.25
b. Stand-bv I kilowatt hours b. Grit
c.Ashes
Amount of fuel consumed: d.
a. Natural Gas cu bic feet e.
b. Oil oallons f.
c. Gasoline oallons o. Disoosal Site
d. Coal. tons I
e. Dinester Gas cubic feet I
f. orooane I oallons Dioester 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. 41.00
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 transoort wastes to this
POTW
a.Septage,etc
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
b. All others made herein are punishable as'a Class A misdemeanor pursuant to Section 210.45 of the Penal Law.
/IP/{j:L,<t(JjZ;()/~" d J.f // " ,"J. II
" - /' / t' (/ {?/ / ,
Sionature of Chief Ooerator or Desionated Facilitv R/bresentative ,
Date
ENVIRONMENTAL LABWORKS~ INC.
April 27, 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
flECE I WED APR 2 9 ZOlO
~@[;9V
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 4/21/10.
Date collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
4/21/10
8:00-1:00 pm
Camo - MY
4/21/10 - Fecal 3:20pm 4/22/10 - BOD 1:10pm TSS
04211030
PARAMETER
LOCATION RESULTS
Influent 195 mg/L
Secondary 1 11. 5 mg/L
Secondary 2 12.4 mg/L
Effluent <2.0 mg/L
Influent 120 mg/L
Secondary 1 6.0 mg/L
Secondary 2 10.0 mg/L
Effluent 4.7 mg/L
Influent 107 mg/L
Secondary 1 6.0 mg/L
Secondary 2 10.0 mg/L
Effluent 4.7 mg/L
Effluent <2 CFU/100ml
BOD 5 Day
Total Susp. Solids
Volatile Susp. Solids
Fecal Coliforms
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,
<;;)~~-cJ'
Anthony J. Falco
Laboratory Director
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