Wildwood
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92-15-7 (11/95)- 27c New York State Department of Environmental Conservation SE? 2 8 2010 Page 1 of4
. Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Aug 2010 TOWN OF WAppIl\lr....n
SPEDES PRMIT NO. FACILITY NAME FACILl1Y OWNER FACILI rlcov
NY-0037117 Wildwood (L&A) Wastewater Treatment Facility Town ofWappingers oad
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mUl) B.a. 05 (mlJl) 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 0.24 0.060 21 21 7.6 7.2 10.0 <0.1
2 0.052 23 23 7.5 7.2 7.0 <0.1
3 0.058 23 23 7.6 7.6 14.0 <0.1
4 0.052 24 24 7.1 7.5 10.5 <0.1 240 2 105 1
5 0.96 0.059 22 23 7.7 '7.5 11.0 <0.1
6 0.060 26 25 7.6 7.8 15.0 <0.1
7 0.050 24 25 7.5 7.6 6.0 <0.1
8 0.063 24 25 7.5 7.7 7.0 <0.1
9 0.16 0.050 24 26 7.5 7.6 8.0 <0.1
10 0.055 23 25 7.4 7.5 6.0 <0.1
11 0.056 24 25 7.5 7.6 8.0 <0.1
12 0.02 0.060 23 24 7.4 7.5 10.0 <0.1
13 0.053 24 25 7.5 7.6 8.0 <0.1
14 0.060 24 24 7.4 7.6 7.0 <0.1
15 0.39 0.059 23 23 7.5 7.5 8.0 <0.1
16 0.97 0.062 22 23 7.9 8.0 10.0 <0.1
17 0.063 22 22 7.8 7.6 12.5 <0.1
18 0.060 23 24 7.6 7.5 9.0 <0.1
19 0.054 20 22 8.2 7.6 10.0 <0.1
20 0.051 21 22 7.8 7.6 20.0 <0.1
21 0.10 0.053 22 24 7.6 7.5 22.5 <0.1
22 3.69 0.113 21 22 7.8 7.5 20.0 <0.1
23 0.03 0.103 21 22 7.7 7.5 11.0 <0.1
24 0.18 0.076 20 21 7.5 7.6 7.5 <0.1
25 0.18 o.on 22 22 7.5 7.5 8.0 <0.1
26 0.073 20 21 7.5 7.4 6.0 <0.1
27 0.061 19 19 8.0 7.5 9.0 <0.1
28 0.072 18 18 8.0 7.5 7.0 <0.1
29 0.068 20 18 8.0 7.6 12.0 <0.1
30 0.065 21 21 7.6 7.4 18.0 <0.1
31 0.069 24 22 7.5 7.5 12.5 <0.1
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.(mgJl) eff.(mgll) inf.(mg/l) eff.(mgll)
6.92 0.063 22 23 7.1 8.2 7.2 8.0 22.5 <0.1 240 2 105 1
%Rem.-> 99 %Rem.-> 99
30 Day Average
Quantity Loading (1) 0.87 Ibs/day 0.43 Ibs/day
:1) Refer to January 1994 edition of DMR Manual for completing lhe Discharge Monitoring Report for the national PeDulanl Discharge Elimination System (NPDES) lor procedures to calculate loadings, arithmetic mean, geometric Mean, maximum.
ninimum, percent removal, ete
~b~~:e~;:~~~~e~t~~~ ~~:i~f~~ :::c ~~n~O:~ :~~i=~~ts~~~~~:Y type for temoerature. PH and settleable solids is arab
h
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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{mgJI) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mall Effluent REMARKS
DAY DATE Type Tvoe Minimum Maximum MF or MPN/1 OOml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.8
0 2 0.8
0 3 1.4
0 4 1.4 <2 MONTHLY SAMPLES TAKEN
0 5 1.4
0 6 1.6
0 7 1.3
0 8 1.4
0 9 1.4
0 10 1.3
0 11 1.4
0 12 1.4
0 13 1.3
0 14 1.4
0 15 1.4
0 16 2.0
0 17 1.4 flush c12 system
0 18 1.0
0 19 1.5
0 20 0.8
0 21 1.2
0 22 1.4
0 23 1.5
0 24 1.6
0 25 1.3
0 26 0.8
0 27 0.9
0 28 1.0
0 29 1.3
0 30 1.3
31 1.4
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean(1)
Influent mgll Effluent mgn Minimum(1) Maximum(1)
#DIV/O! #DIV/O! <2
Ibs/day
#DIV/O! #DIV/Ol
1) Refer to January 1994 edition of DMR Manual for completing the Discharge Menitoling Repolt for the national PoHutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
ninimum, percent removal, ete
~OTE: Refer to current SPDES penni! for soecific monitoring requirements. Samole !voe for temoerature PH and setUeable solids is orab
Page 2 of 4
FIXed Media Activated Sludge
. Process Control Process Control
Recirculation Media effluent Mixed Uquor Settleable Sludge Return Acl Waste Act
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mVl 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
0 2 4.0
0 3 4.1 940 670
0 4 4.6
0 5 4.0 900 600
0 6 5.0
0 7 5.2
0 8 4.5
0 9 4.6
0 10 4.5
0 11 4.0
0 12 4.5
0 13 4.6
0 14 4.3
0 15 4.8
0 16 4.7 960 840
0 17 4.7 940 800
0 18 4.8
0 19 5.1 900 720
0 20 5.0 940 710
0 21 4.9
0 22 4.6
0 23 4.8 920 550
0 24 4.8
0 25 4.5
0 26 4.3 810 400
0 27 4.0 670 310
0 28 4.7
0 29 4.3
0 30 4.2
31 4.0
10 day
uithmetic
nean (1)
10 Day Average
luantity
oading {1} Ibs/dav IbsJdav IbsJdav IbsJda
I} 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,
linimum, percent removal, atc
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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 during month: a. amount 30,500 Gals
a. Chlorine 161.5 gals. b. solid content
b. Ibs. c. Vomile Solisd Content
Date Station Parameter Resu~ c. Ibs. d. DisDOsal Site:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical nower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screeninos 120.0 Gals
b. Stand-bv I kilowatt hours b.Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil callons f.
c. Gasoline oallons o. DisDOsal Site
d.Coal. tons
e. Dicester Gas cubic feet
f. orooane callons Dioester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
I Camo Pollution Control,lnc. 49.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (Gal.)
2- All other wastes
Total Maday
3- Number of Part 364 haulers currently
aooroved to transport wastes to this
POTW
a.Septage,etc
I I hereby affirm under penalty of pe~ury that information provided on this form is true to the best of my knowledge and belief. False statements
b. All others made herein auf~~h"ble as a Class A.Jhisdemelmnr Dursuant to Section 210.45 of the Penal Law.
If/IM{JJ h 1757t /7 ~ . ~ ~7
Sicnature of Chief ODerator or Desicnated Facilitv ~Dresentative Date
ENVIRONMENTAL LABWORKS'I INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
HECE I VED t\lIG 1 2 2010
(Ql (Q) ~~'
i'
IJ
August 6, 2010
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the Wildwood
STP received at the laboratory 8/4/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
8/4/10
8:00-1:00 pm
Camo - MY
8/4/10 Fecal 5:00pm 8/5/10 BOD 11:25am
08041016
PARAMETER
LOCATION
RESULTS
METHOD
Fecal Coliforms
Influent 240 mg/L
Secondary #1 <2.0 mg/L
Secondary #2 <2.0 mg/l
Effluent <2.0 mg/L
Influent 105 mg/L
Secondary #1 2.0 mg/L
Secondary #2 2.0 mg/L
Effluent 1.0 mg/L
Influent 105 mg/L
Secondary #1 2.0 mg/L
Secondary #2 2.0 mg/L
Effluent 1.0 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 yC?~ .. /'/
'~O\ lC-Q:S
Anthony J. Falco
Laboratory Director
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