Wildwood
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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 June 2010
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY-0037117 Wildwood (L&A) Wastewater Treatment Facility Town ofWappingers New Hackensack Road
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) B.a. 0 5 (mill) Suspended 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 0.14 0.072 19 18 7.6 7.5 8.0 <0.1 190 2 200 7
2 0.070 20 19 7.7 7.5 10.0 <0.1
3 0.061 18 20 8.1 7.8 15.0 <0.1
4 0.064 21 23 7.6 7.6 25.0 <0.1
5 0.10 0.066 22 23 7.5 7.5 10.0 <0.1
6 0.44 0.078 20 22 7.5 7.5 7.0 <0.1
7 0.061 16 18 7.6 7.9 8.0 <0.1
8 0.01 0.067 16 18 7.5 7.6 10.0 <0.1
9 0.36 0.071 15 18 7.6 7.5 18.0 <0.1
10 0.057 17 17 8.0 7.6 15.0 <0.1
11 0.068 18 18 7.3 7.6 18.5 <0.1
12 0.38 0.068 17 17 7.6 7.5 9.0 <0.1
13 0.03 0.077 17 16 7.4 7.6 7.0 <0.1
14 0.070 18 18 7.6 7.9 22.5 <0.1
15 0.063 19 20 7.5 7.6 7.0 <0.1
16 0.03 0.066 20 20 7.6 7.5 10.5 <0.1
17 0.063 17 18 7.5 7.7 29.0 <0.1
18 0.065 21 21 7.6 7.3 15.0 <0.1
19 0.061 22 23 7.5 7.5 10.0 <0.1
20 0.072 22 23 7.7 7.5 7.0 <0.1
21 0.063 23 22 7.6 7.8 15.0 <0.1
22 0.37 0.062 23 22 7.3 7.5 6.0 <0.1
23 0.066 24 24 7.3 7.6 8.5 <0.1
24 0.06 0.060 19 21 7.8 7.6 10.0 <0.1
25 0.063 21 22 7.8 7.5 6.0 <0.1
26 0.059 22 25 7.5 7.6 11.0 <0.1
27 0.068 22 25 7.8 7.6 7.0 <0.1
28 0.061 - 25 26 7.6 7.5 15.0 <0.1
29 0.056 20 25 7.9 7.3 16.0 <0.1
30 0.063 21 20 7.8 7.5 17.0 <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.(mgll) eff.(mg/l) inf.(mgn) eff.(mgll)
1.92 0.065 20 21 7.3 8.1 7.3 7.9 29.0 <0.1 190 2 200 7
%Rem.-> 99 %Rem.-> 97
30 Day Average
Quant~y Loading (1) 1.20 Ibs/day 4.20 Ibs/day
(1) Refer to January 1994 edition of DMR Manual forcompJeting 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
~b~~:e~;:~~~~~e~~~~~~~ ~~~::'f~~ ~~::c ~~~~~~~ ~~~i:~~~t~~S~~~:Ytvoe for temoerature PH and settleable solids is arab
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FACILITY MAILING ADDRESS (Street, Cny, Zip Code) I TELEPHONE NUMBER I CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE
cia 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/I Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/l00ml I I Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.0 4 MONTHLY SAMPLES TAKEN
0 2 1.1
0 3 2.0
0 4 1.8
0 5 1.7
0 6 1.8
0 7 1.7
0 8 1.6
0 9 1.5
0 10 2.0
0 11 1.8
0 12 1.6
0 13 1.5
0 14 2.0
0 15 1.8
0 16 1.6
0 17 1.4 flush cI2 system
0 18 1.5
0 19 1.5
0 20 1.5
0 21 2.0
0 22 1.7
0 23 1.5
0 24 1.5
0 25 1.0
0 26 1.2
0 27 1.0
0 28 1.4
0 29 1.3
0 30 0.8
31
30 day flow-weighted ayg mean(l) Monthly 30 day geometric mean(l)
Influent mgn Effluent mgn Minimum(l) Maximum(1)
#DIV/O! #DIV/OI 4
IbsJday
#DIV/OI I #DIV/OI
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report for the national PoOutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum.
minimum, percent removal, ate
NOTE: Refer to current SPDES oermit for soscitic monitorinn renuirements. Sarnnle tvDe for temnerature PH and settleable solids is arab
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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) mln Sludge (RAS) Sludge rNAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Intluent Effluent M.G.D mill mgn 5 Minutes 30 minutes M.G.D. Ibslday
0 1 3.6
0 2 3.8
0 3 4.7 950 500
0 4 4.5
0 5 4.2
0 6 4.1
0 7 3.9 900 560
0 8 4.2
0 9 4.0
0 10 5.0 830 520
0 11 5.2 900 570
0 12 5.3
0 13 5.2
0 14 4.8 950 630
0 15 4.6
0 16 4.8
0 17 4.8 950 700
0 18 6.0
0 19 4.8
0 20 4.6
0 21 4.0 950 710
0 22 4.5
0 23 4.2
0 24 3.3 930 880
0 25 4.0
0 26 4.3
0 27 4.2
0 28 3.8
0 29 4.0
0 30 5.0
31
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) IbsJdav Ibs/dav Ibsldav IbsJdav I
(1) Refer to January 1994 edition of DMR Manual for completing the Dischaff}8 Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
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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 T during month: a. amount 23,000 Gals
a. Chlorine 190 gals. b. solid content
b. Ibs. c. Volnile Solisd Content
Date Station Parameter Result c. Ibs. d. Disposal Sne:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical Dower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. ScreeninQs 373.0 Gals
b. Stand-by kilowatt hours b.Gm
c.Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b. Oil oallons f.
c. Gasoline oallons Q. Disoosal Sne
d.Coal. tons
e. Dioester Gas cubic feet
f. orooane oallons DiQester Gas Wasted
I
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
aooroved to transoort wastes to this
POTW
a.SeotaQe,etc
I hereby affirm under penatty of perjury that infnrm2linn provided on this form is true to the best of my knowledge and belief. False statements
b. All others m',"...m""UJjltf~~m""..s- ,,,,, ,"h. 'jJ;tZ#'?djO
, vyvv FPV 'f'
Sionature of Chief ODerator or Desionated Ffcilitv Reoresentative , Date
ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
RECEIVED JUN
9 2010
June 7, 2010
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
i!;};(Q)/fiJ'if'
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the wildwood
STP received at the laboratory 6/1/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
6/1/10
8:00-1:00 pm
Camo - MY
6/1/10 - Fecal 3:25 pm 6/2/10 - BOD 11:45am
06011019
PARAMETER
LOCATION
RESULTS
METHOD
Fecal Coli forms
Influent 190 mg/L
Secondary #1 6.4 mg/L
Secondary #2 6.6 mg/l
Effluent <2.0 mg/L
Influent 200 mg/L
Secondary #1 10.6 mg/L
Secondary #2 12.0 mg/L
Effluent 6.5 mg/L
Influent 170 mg/L
Secondary #1 9.4 mg/L
Secondary #2 6.0 mg/L
Effluent 5.0 mg/L
Effluent 4 CFU/100ml
SM18, 5210 Winkler
BOD 5 Days
Total Susp. Solids
SM18, 2540D
Volatile Susp. Solids
SM18,9222D
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.
T~l~
Anthony J. Falco
Laboratory Director
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