Fleetwood
..
92-15-7 (11/95)- 27c
New York State Department of Environmental Conservation
Division of Water
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WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF May 2010
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY-0021601 Fleetwood Wastewater Treatment Facility Town of Wappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mUl) B.O. 0 5 (mill) Suspended Solids(mUl)
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 0.028 58 57 7.3 7.3 2.0 <0.1
2 0.22 0.031 57 56 7.3 7.4 4.0 <0.1
3 0.07 0.026 56 55 7.4 7.3 8.0 <0.1
4 0.02 0.025 57 56 7.4 7.4 10.0 <0.1
5 0.024 57 56 7.3 7.4 12.0 <0.1
6 0.026 56 55 7.2 7.3 10.0 <0.1 5)~(~1 ::;; II \VII:=: II ))
7 0.025 56 55 7.3 7.4 6.0 <0.1 .. \.I ~
8 0.05 0.024 55 54 7.2 7.3 4.0 <0.1
9 0.032 55 55 7.3 7.4 5.0 <0.1 lilt..! )-1; 1010
10 0.044 59 59 7.9 7.5 10.5 <0.1
11 0.37 0.062 60 58 7.7 7.5 9.0 <0.1 -...... ,aflU f'\C .& 'A--" I,......n
""
12 0.11 0.024 60 59 7.9 7.4 7.0 <0.1 ."" ,.. .,. "". -. -- . "
13 0.23 0.014 59 59 7.5 7.5 8.0 <0.1 I UVV r I I r'" '"
14 0.020 60 61 7.3 7.0 6.5 <0.1
15 0.025 60 60 7.4 7.2 2.0 <0.1
16 0.029 60 61 7.4 7.2 6.0 <0.1
17 0.023 61 62 7.5 7.8 2.0 <0.1
18 0.64 0.029 60 62 7.9 7.4 22.0 <0.1
19 0.028 61 61 7.3 7.5 6.0 <0.1 141 2 125 11
20 0.025 62 63 7.5 7.2 12.0 <0.1
21 0.021 63 63 7.3 7.3 5.0 <0.1
22 0.025 63 63 7.4 7.1 2.0 <0.1
23 0.032 63 63 7.4 7.1 5.0 <0.1
24 0.031 65 66 7.8 7.5 5.0 <0.1
25 0.023 65 65 7.3 7.6 7.0 <0.1
26 0.023 68 68 7.2 7.5 3.0 <0.1
27 . 0.027 67 69 7.6 7.5 5.0 <0.1
28 0.017 68 67 7.5 7.4 1.0 <0.1
29 0.025 70 68 7.6 7.3 3.0 <0.1
30 0.020 70 69 7.5 7.2 4.0 <0.1
31 0.026 71 70 7.3 7.2 6.0 <0.1
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 info (mgIJ) eff.(mgll) inf.(mgn) eff.(mgll)
1.71 0.027 61 61 7.2 7.9 7.0 7.8 22.0 <0.1 141 2 125 11
%Rem.-> 99 %Rem.-> 92
30 Day Average
Quantity Loading (1) 0.47 IbsJday 2.45 IbsJday
(1) Refer to January 1994 edition of DMR Manual for completing fhe Discharge Moniforing Report for the nafional Pollulant Discharge Elimination Sysfem (NPDES) for procedures to calculate loadings, arithmetic mean. geometric Mean, maximum,
minimum, percent removal, ete
~b~~:e~:~~~~e~te~~~~ ~~~i~~~ ~~~fi~ ~~~~~~~ :~~~:~~~t~~~~~:YtvDe for temperature PH and settleable solids is arab
~
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FACILITY MAILING ADDRESS (Street, C~y, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE I
c/o Camo. 1610 Rt 376 wappingers Falls NY 12590 845-463.7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent man Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.4
0 2 1.4
0 3 1.5
0 4 1.5
0 5 1.6
0 6 1.5
0 7 1.6
0 8 1.4
0 9 1.5
0 10 1.3 pumped out aeration #1
0 11 1.3 out new socks in aeration#1
0 12 2.0
0 13 1.3 new flights in second an #2
0 14 1.4
0 15 1.2
0 16 1.4
0 17 2.0
0 18 1.6
0 19 1.8 < 2 MONTHLY SAMPLES TAKEN
0 20 1.6
0 21 1.5
0 22 1.4
0 23 1.3
0 24 1.0
0 25 1.2
0 26 1.0
0 27 1.2
0 26 0.8
0 29 1.7
0 30 1.9
31 1.7
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(1)
Influent mgll Effluent mg/I Minimum(1) Maximum(l)
#DIV/O! #DIV/Ol <2
''''''''
#DIV/Of #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 oennit for soecific monitorina reauirements. Sample type for temperature PH and settleable solids is arab
'.
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.G.D mill mgn 5 Minutes 30 minutes M.G.D. Ibslday
0 1 1.5
0 2 1.6
0 3 1.5
0 4 1.6
0 5 1.5
0 6 1.6
0 7 1.6
0 8 1.5
0 9 1.5
0 10 1.5 350 420
0 11 1.6
0 12 1.7 110 190
0 13 2.0 150 180
0 14 1.9 150 120
0 15 2.1
0 16 2.0
0 17 2.6 150 130
0 18 1.3 150 140
0 19 1.5 150 140
0 20 1.6 170 160
0 21 1.8
0 22 1.7
0 23 2.0
0 24 1.4 190 170
0 25 1.9
0 26 2,0
0 27 1.8 350 250
0 28 2.3
0 29 2.5
0 30 2.1
31 2.0
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) Ibslday Ibslday Ibslday Ibslday 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, ate
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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 during month: a. amount 15,000 gals
a. Chlorine 53.50 gals. b. solid content I
I b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resu~ c. Ibs. d. Disposal Sne:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical Dower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninas 1.29
b. Stand-by kilowatt hours b.Gm
I c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil Dallons f.
c. Gasoline aallons a. Disposal Sne
d. Coal. tons
e. Diaester Gas cubic feet
f. propane oallons Digester Gas Wasted
I
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 41.50
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (Gai.\
2- All other wastes
Total Max day
3- Number of Part 364 haulers currently
approved to transport wastes to this
POTW
a.Septage,etc
I hereby affirm under pena~y of perjury that information provide~!his form is true to the best of my knowledge and belief. False statements
b. All others made herein are ounishable as a,Cla5s A nIlsdemeanor Dur,Suantto Section 210.45 of the Penal Law.
l!Ur.tceJ/;l(({}tl1t,/U
Sionature of Chief Operator or Desionated Facilitv ReDresentative 1/ Date
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ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
May 25, 2010
RFCE I VED MAY 2 7 2010
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
Dear Mr. Yovella,
~(Q)G9\f
The following are results of the analyses performed on samples from the Fleetwood
STP received at the laboratory 5/19/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
5/19/10
8:00-1:00 pm
Camo - MY
5/19/10 - Fecal 2:00pm, 5/20/10 - BOD 10:25am
05191014
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 141 mg/L
Secondary 1 14.3 mg/L
Secondary 2 17.1 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 125 mg/L
Secondary 1 10.0 mg/L
Secondary 2 11. 0 mg/L
Effluent 10.5 mg/L
Volatile Susp. Solids Influent 100 mg/L
Secondary 1 10.0 mg/L
Secondary 2 11. 0 mg/L
Effluent 9.5 mg/L
Fecal Coliforms Effluent <2 CFU/100ml
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, r ~
~1U6
Anthony J. Falco
Laboratory Director
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