Wildwood
. ,~ ~~((;~a~~[Q)
92-15-7 (11/95)- 27c New York State Department of Environmental Conservation AUG 3 1. 2010 Page 1 of 4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2010 111\1\/1\1 r\[: '^, ^ I"\l"\h
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACIL~R.IIPN .'-" r .W
";'.. -
NY -0037117 Wildwood (L&A) Wastewater Treatment Facility Town ofWappingers I V VV I..~jc oad
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mill) B.D. D 5 (mvl) , ""'" ended 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 0.053 16 16 6.0 7.5 12.0 <0.1
2 0.054 20 20 7.8 7.3 6.0 <0.1
3 0.060 20 20 7.9 7.3 6.0 <0.1
4 0.056 22 21 7.3 7.5 7.5 <0.1
5 0.062 25 24 7.2 7.6 12.5 <0.1
6 0.055 22 23 7.9 8.0 3.0 <0.1
7 0.056 22 18 7.6 7.8 15.0 <0.1 278 5 380 5
8 0.050 21 25 7.9 7.6 3.0 <0.1
9 0.057 25 28 7.6 7.5 21.0 <0.1
10 0.60 0.065 21 25 7.8 7.6 4.0 <0.1
11 0.063 22 26 7.3 7.3 15.5 <0.1
12 0.01 0.058 22 23 7.6 7.6 8.0 <0.1
13 0.20 0.053 23 24 7.3 7.7 10.5 <0.1
14 0.06 0.062 25 25 7.4 7.4 7.5 <0.1
15 0.049 20 22 7.9 7.8 10.0 <0.1
16 0.062 22 23 7.8 7.6 12.0 <0.1
17 0.059 21 22 7.7 7.6 10.0 <0.1
18 0.064 21 24 7.8 7.6 10.0 <0.1
19 0.055 20 24 8.1 7.6 20.0 <0.1
20 0.060 23 25 7.6 7.6 17.0 <0.1
21 0.05 0.064 20 26 7.5 7.5 22.0 <0.1
22 0.043 21 22 7.9 7.6 10.0 <0.1
23 0.25 0.063 22 22 7.6 7.8 12.0 <0.1
24 0.12 0.066 23 22 7.6 7.6 10.0 <0.1
25 0.01 0.061 25 24 7.6 7.5 8.0 <0.1
26 0.054 24 25 7.5 7.6 12.0 <0.1
27 0.054 25 25 7.6 7.4 17.5 <0.1
28 0.052 20 22 7.9 7.4 22.0 <0.1
29 0.049 22 23 7.0 7.6 6.0 <0.1
30 0.056 24 25 7.6 7.5 8.0 <0.1
31 0.047 21 22 6.8 7.3 7.0 <0.1
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day ftow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. Averaoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgll) eff.(mgll) inf.(mg/l) eff.(mg/l)
1.30 0.057 22 23 6.8 8.1 7.3 8.0 22.0 <0.1 278 5 380 5
%Rem.-> 98 %Rem.-> 99
30 Day Average
Quant~y Loading (1) 2.34 IbsJday 2.10 IbsJday
'(1) Refer to January 1994 edition of DMR Manuel for completing the'DischaffJe Monitoi/ng Report for the national Pollutant DischaffJe Elimination System (NPDES) for procedures to calculate loadings. arithmetic mean, geometric Mean. maximum,
minimum, percent removal, ete
~b~~:e~~:~~~u~~~~t~~~~ ~O:;ff: :e~:c ~~n~:r: -::~i~:~~~~~S=~:Ytvoe for temoerature PH and settleable solids is arab
Page 2 of 4
FACILITY MAILING ADDRESS (Street, C~y, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE
clo 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 moll Effluent REMARKS
DAY DATE Tvoe Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.8 I
0 2 1.6 I
0 3 1.5
0 4 1.4
0 5 1.6
0 6 2.0
0 7 1.0 < 2 MONTHLY SAMPLES TAKEN
0 8 1.9
0 9 1.8
0 10 1.5
0 11 1.4
0 12 1.0
0 13 1.4
0 14 1.3
0 15 1.9
0 16 1.8
0 17 1.7 flush cI2 system
0 18 1.5
0 19 2.0
0 20 1.6
0 21 1.5
0 22 2.0
0 23 1.5
0 24 1.5
0 25 1.6
0 26 1.5
0 27 0.8
0 28 0.5
0 29 1.6
0 30 1.8
31 2.0
30 day flow-weighted avg meant 1 ) Monthly 30 day geometric meant 1)
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#OIV/OI #OIV/OI < 2
Ibslday
#OIV/OI #OIV/OI
(1) Reter 10 January 1994 edition at DMR Manual for completing the Dischatpe Morntonng Report for the national Pollutant Dischatpe Elimmation System (NPDES) tor procedures 10 calculate loadings, arithmetic mean. geometric Mean. maximum,
minimum, percent removal, etc
NOTE: Reter 10 current SPDES nerrmt tor saeClfic monltonnn renuorements Samole !voe tor lemoerature 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 Retum Act Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mVI Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mVl mgJI 5 Minutes 30 minutes M.G.D. Ibslday
0 1 4.2 950 830
0 2 4.0
0 3 4.1
0 4 4.6
0 5 4.0
0 6 5.0 950 700
0 7 5.2 950
0 8 4.5 960 860
0 9 4.6
0 10 4.5
0 11 4.0
0 12 4.5 950 770
0 13 4.6
0 14 4.3
0 15 4.8 940 630
0 16 4.7
0 17 4.7
0 18 4.8
0 19 5.1 930 650
0 20 5.0
0 21 4.9
0 22 4.6 910 600
0 23 4.8
0 24 4.8
0 25 4.5
0 26 4.3
0 27 4.0
0 28 4.7 850 560
0 29 4.3
0 30 4.2
31 4.0
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1 ) Ibsldav Ibsldav Ibsldav Ibs/da
(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
Page 4 of 4
Effect on ReceivinQ Stream Name and amount of chemicals used in treatment process Sludge removal from plant:
Name of Receiving Stream I I during month: a. amount 30,000 Gals
a. Chlorine 197.5 gals. b. solid content
I b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resutt c. Ibs. d. Disoosal Sile:
d. Ibs.
e. Ibs. .
f. Ibs.
Amount of ecectrical nower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 98.0 Gals
b. Stand-by kilowatt hours b.Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil oallons f.
c. Gasoline oallons n. Disnosal Sile
d.Coal. tons
e. Dioester Gas cubic feet
f. orooane oallons Dinester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 47.50
1- Septage. holding tank waste and
portable toilet waste
Total Max day
Volume (Gal.l
2. All other wastes
Total Max clay
3- Number of Part 364 haulers currently
aooroved to transoort wastes to this
POTW
a.Seotaoe,etc
I hereby affirm under penatty of pe~ury that information provided on this fO~ Z the best of my knowledge and belief. False statements
b. All others made herein are nAA,"ble as a Class A misdemeanor oursuant to Section .45 of the Penal Law.
V4 ~~ II~P ..;7&~ ./.. ({WJ g g/SlC//O
IV'
Sionature of Chief Ooerator or Desianated Facililll Renr/,fentative \ "V F Date
"
ENVIRONMENTAL LABWORKS" INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
RECE I VED JUl 1 4 2010
July 13 I 2010
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
wappingers Falls, NY 12590
~(Q)/fiJw
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the wildwood
STP received at the laboratory 7/7/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
7/7/10
7:45-12:45 pm
Camo - MY
7/7/10 - Fecal 3:15 pm 7/8/10 - BOD 10:55am
07071036
PARAMETER
LOCATION
RESULTS
METHOD
Fecal Coli forms
Influent 278 mg/L
Secondary #1 3.2 mg/L
Secondary #2 4.6 mg/l
Effluent 5.0 mg/L
Influent 380 mg/L
Secondary #1 4.0 mg/L
Secondary #2 4.0 mg/L
Effluent 4.5 mg/L
Influent 360 mg/L
Secondary #1 4.0 mg/L
Secondary #2 4.0 mg/L
Effluent 4.5 mg/L
Effluent <2 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.
!
Thank you, ~ ~
dJieV l1 u.x
Anthony ~. Falco
Laboratory Director
Page 1 of 1