Fleetwood
9~-15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2011
SPEDES PRMIT NO. F AGILITY NAME FACILITY OWNER FACILITY LOCATION
NY-0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) Settleable Solids (mUl) .. ..B.O.D5(1II1n) ...... SllsPlilrided.Solids(mlll)
,
I Daily Precip. Inst.Max. Diy Average. In5l.Min. Influent Effluent influent Influent Effluent Effluent Influent Effluent IMlllIent Effluent ...., h'lllllent Effluent
DAY DATE in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum M2Ximum TyPe Type Type . Typtl
1 0.026 68 69 7.3 7.0 6.5 <.1
2 0.05 0.026 69 69 7.3 7.1 8.0 <.1
3 0.34 0.029 70 70 7.1 7.0 14.0 <.1
4 0.026 70 71 7.3 7.2 12.0 <.1
5 0.027 70 70 7.4 6.7 8.5 <.1
6 0.018 72 74 7.3 7.2 4.0 <.1
7 0.022 73 74 7.4 7.0 6.0 <.1
8 0.71 0.018 68 72 7.5 7.2 7.0 <.1
9 0.018 70 72 7.5 7.5 15.0 <.1
10 0.035 71 72 7.4 7.5 16.0 <.1
11 0.015 75 78 7.3 6.8 5.0 <.1
12 0.020 73 74 7.2 7.0 4.0 <.1
13 0.01 0.021 73 74 7.3 7.1 7.0 <.1 147 2 136 1
14 0.020 72 74 7.3 7.2 8.0 <.1
15 0.016 73 73 7.2 7.1 7.0 <.1
16 0.020 73 73 7.4 7.2 8.0 <.1
17 0.022 73 74 7.5 7.2 3.0 <.1
18 0.03 0.021 73 74 7.3 7.1 6.5 <.1
19 0.017 75 77 7.1 7.2 8.0 <.1
20 0.021 71 73 7.3 7.4 10.0 <.1
21 0.017 75 79 7.3 7.3 7.0 <.1
22 0.015 77 87 7.2 7.1 12.5 <.1
23 0.015 75 85 7.3 7.3 8.0 <.1
24 0.016 80 83 7.4 7.4 12.0 <.1
25 0.60 0.018 75 76 7.6 6.8 5.0 <.1
26 0.30 0.015 77 78 7.5 7.1 3.0 <.1
27 0.015 75 74 7.3 7.0 4.0 <.1
28 0.014 75 76 7.2 6.6 6.0 <.1
29 0.21 0.020 75 76 7.5 7.2 2.0 <.1
30 0.012 75 77 7.3 6.5 5.0 <.1
31 0.018 76 73 7.4 6.2 11.0 <.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 inl.(mg/l) eff.(mgll) inf.(mgll) eff.(mgll)
2.25 0.020 73 75 7.1 7.6 6.2 7.5 16.0 <0.1 147 2 136 1
%Rem.-> 99 %Rem.-> 99
30 Day Average
Quantity Loading (1) 0 Ibslday 0 Ibs/day
) Reier to Januarv 1994 edition 01 DMR Manual for comDletino the Discha1l1e Monitorino ReDo for the n n NPDES for nrocedures to calculate loadinas arithmetic mean, aeometric Mean, maximum,
'inimum, percent removal, ete
:J IT I emperawre 1$ measurea more man once a aay. report me average ror me aay "'rature, PH and settleable.ll"lids is grab
OTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for tern
AIIP, C) 5 'nt,
'- .: i) .. 'r;::
TC."\1 VI VIJf-'H P.LN~~R I
1=ACILlTY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE
clo Camo ,1610 RT.376 Wappingers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. lA
TOTAL PHOSPHORUS(mgJI) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPNll OOml Enter anycither commerits,observations, operating problems, equipment failures, etc.
0 1 1.0
0 2 1.4
0 3 0.9
0 4 1.2
0 5 1.0
0 6 1.7
0 7 1.6
0 8 1.8
0 9 1.7
0 10 1.7
0 11 1.5
0 12 0.9
0 13 1.9 2 monthly samples taken
0 14 1.6 Flush cl2 system
0 15 1.7
0 16 1.8
0 17 2.0
0 18 1.4
0 19 1.8
0 20 1.7
0 21 1.5
0 22 1.9 Flush c12 system
0 23 1.7
0 24 1.9
0 25 1.4
0 26 1.7
0 27 0.9
0 28 1.2
0 29 2.0
0 30 1.4
31 1.5
30 day flow-wei9hted aV9 mean(l) Monthly 30 day geometric mean(l}
Influent mgll Effluent mgll Minimum(l) Maximum(l)
#DIVIO! #DIV/O! 2
0.9 2.0
Ibslday
#DIV/O! #DIV/O!
. .
Page 2 of4
) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitonng Report for the national PoUutant Discharge Ellmmatlon System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
inimum, percent removal, etc
OTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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 mUI mgJI 30 Minutes 30 minutes M.G.D. Ibs/day
0 1 3.1 180 200
0 2 3.4
0 3 3.0
0 4 3.4 150 200
0 5 3.0
0 6 3.2 150 190
0 7 3.0 150 180
0 8 2.3 160 180
0 9 2.5
0 10 2.4
0 11 3.8 160 160
0 12 4.0 150 160
0 13 4.0 150 160
0 14 4.3 180 170
0 15 4.7
0 16 4.6
0 17 3.1
0 18 2.4 170 200
0 19 2.5
0 20 3.2 180 200
0 21 3.3 170 190
0 22 3.6 170 180
0 23 4.0
0 24 3.8
0 25 2.5 190 210
0 26 2.6 160 190
0 27 3.4 180 200
0 28 2.5 190 190
0 29 4.4 190 200
0 30 3.4
31 3.8
.0 day
rithmetic
lean (1)
{) Day Average
!uantily
oading (1) ,
Ibs/day Ibsldav Ibsldav Ibslda
Page 3 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, ete
Page 4 of4
Effect on Receivina Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream I I during month: a. amount 5,000 gals.
a. Chlorine 126.0 gals. b. solid content
I b. Ibs. c. Volnile Solisd Content
Date Station Parameter Resutt c. Ibs. d. Disoosal Sne: Coppolla Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 9.62 oals.
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 oallons o. Disoosal sn. Roval Carlinn
d.Coal. tons
e. Dinester Gas cubic feet
f. prooane oallons Digester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 42.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
{olume (Gal.)
2- All other wastes
Total Max day
3- Number of Part 364 haulers currently
aooroved to transoort wastes to this
POTW
.Sentane,etc I I
I hereby affirm under penatty of periurv that information provided on this form is true to the best of my knowledge and belief. False statements
. All others modo '"iftii;:::"lJ)JT:;~::7;:t ,,,,, dOh. P.,. Low. I
Signature 6f Chief Ooerator or Designated Facilnv Repres!ntative I Date
ENVIRONMENTAL LABWORKS'l INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
July 19, 2011
~-, f"''''''''' y \' 1!':' D JllL 2~ 1 2011
L,~l..!l::.j\ e! K:. . _
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
@ @J/}i:\:
, ,
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Fleetwood STP received at the laboratory 7/13/11.
Date Collected:
Time Collected:
Collected By:
7/13/11
8:00am-1:00pm Composite
Camo - MY
Date Analyzed: 7/13/11 - Fecal 3:25pm MFL
7/14/11 - BOD 1:15pm MFL
Sample 10: 07131132
PARAMETER
Fecal Coliforms
LOCATION RESULTS METHOD
Influent 147 mg/L SM18, 5210 Winkler
Secondary #1 4.7 mg/L
Secondary #2 3.4 mg/L
Effluent <2.0 mg/L
Influent 136 mg/L SM18, 25400
Secondary #1 <1. 0 mg/L
Secondary #2 2.0 mg/L
Effluent <1. 0 mg/L
Influent 136 mg/L
Secondary #1 <1. 0 mg/L
Secondary #2 2.0 mg/L
Effluent <1. 0 mg/L
Effluent 2.0 CFU/100ml SM18, 92220
BOD 5 Day
Total Susp. Solids
Volatile 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,
"'2CU-UO\. T CA?-
Anthony J. Falco
Laboratory Director
Page 1 of 1