Wildwood
9~-15-7 (11/95)- 27c
New York State Department of Environmental Conservation
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF July 2011
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER
NY -0037117 Wildwood(L&A)Wastewater Treatment Facility Town ofWappingers
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.)
Inst.Max. Dlv Averaoe. Inst.Min. Influent Effluent
MGD MGD
0.098
0.099
0.102
0.102
0.088
0.081
0.070
0.092
0.090
0.085
DAY DATE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Dailv Precio.
in/day
0.05
0.34
0.71
0.01
0.03
0.60
0.30
0.21
Total
Precip.
2.25
0.081
0.079
0.078
0.071
0.077
0.071
0.069
0.072
0.069
0.065
0.057
0.065
0.065
0.069
0.067
0.067
0.058
0.058
0.060
0.064
0.063
Monthly
Averaoe
0.075
MGD (2) (2)
18 20
20 21
20 20
21 20
23 22
18 20
19 21
20 21
21 22
22 23
19 22
21 25
22 26
18 20
20 21
19 21
20 22
19 23
21 25
25 28
20 22
24 25
26 26
25 25
26 26
21 22
20 21
20 21
22 23
22 24
23 25
Monthly Average
Influent Effluent
21 23
FACILITY LOCATION
pH (S.U.) SettlelOlble Solids (mill)
Influent Influent Effluent Effluent Influent Effluent
Minimum Maximum Minimum MaXimum Maximum Maximum
7.5 7.5 4.0 <0.1
7.6 7.6 10.5 <0.1
7.5 7.5 12.0 <0.1
7.3 7.4 20.0 <0.1
7.5 7.5 7.0 <0.1
7.8 7.7 12.0 <0.1
7.8 7.5 7.0 <0.1
7.6 7.5 15.0 <0.1
7.6 7.3 12.5 <0.1
7.5 7.3 13.0 <0.1
7.7 7.7 8.0 <0.1
7.4 7.5 10.5 <0.1
7.3 7.3 17.0 <0.1
8.0 7.4 10.0 <0.1
7.9 7.5 12.0 <0.1
8.0 7.4 14.0 <0.1
7.9 7.3 8.0 <0.1
7.4 7.8 5.0 <0.1
7.3 7.6 9.0 <0.1
7.4 7.3 12.0 <0.1
7.8 7.5 3.0 <0.1
7.6 8.5 15.0 <0.1
7.3 7.8 12.5 <0.1
7.3 7.3 16.0 <0.1
7.2 7.4 6.0 <0.1
7.6 7.5 10.0 <0.1
7.8 7.4 17.0 <0.1
7.9 7.5 7.0 <0.1
7.6 7.3 13.0 <0.1
7.3 7.4 12.0 <0.1
7.5 7.2 10.0 <0.1
Monthlv Monthly Monthly
Minimum Maximum Minimum Maximum Maximum Maximum
7.2 8.0 7.2 8.5 20.0 <0.1
New Hackensack Road
B.a. 0 5 (mill)
Influent
Type
Effluent
Type
194
2
30 day now-weighted avg (1)
inf.(mgJl) eff.(mgll)
194 2
%Rem.-> 99
I) Refer to January 1994 edition of DMR Manual for complefing fhe Discharpe Moniforing Report for the national ~llutanf DI c
linimum, percent removal, ete
!J IT I emperature IS measurea more man once a cay, report me average ror me cay
IOTE: Refer to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH anc
30 Day Average
Quantity Loading (1) 1.35
L.-..:;:;J L.:::/ cedures t' calculate loadings, arithmetic mean, geometric Mean, maximum,
Ibslday
).-,'
ettleable solids is grab .
AU(i' 2 5 20U
TOWN OF WAPDTI\'~~n
v
Page 1 of4
Suspended Solids(ml/l)
Influent Effluent
Type Type
192
3
inf.(mgll)
192
30 day flow-weighted avg (1)
%Rem.->
2
eff.(mgll)
3
98
Ibslday
Page 2 of 4
"FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE
c/o Camo ,1610 RT.376 Wappingers Falls,NY 12590 845463.7310 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/1 OOml enter any other Comments, observations, operating problems, equipment failures, ete.
0 1 1.0
0 2 1.3
0 3 0.9
0 4 1.3
0 5 0.7
0 6 2.0 2 Monthly samples taken
0 7 1.4 Flush CL2 System
0 8 1.2
0 9 1.5
0 10 1.5
0 11 1.7
0 12 1.5
0 13 1.7
0 14 1.4 Flush CL2 System
0 15 1.5
0 16 1.5
0 17 1.7
0 18 1.1
0 19 1.3
0 20 1.6
0 21 1.7
0 22 1.8
0 23 1.9
0 24 1.7
0 25 1.5
0 26 1.0
0 27 1.3
0 28 0.8 Flush CL2 System
0 29 1.5
0 30 1.6
31 0.5
30 day flaw-weighted avg meant 1 ) Monthly 30 day geometric mean(1)
Influent mgll Effluent mgll Minimum(1) Maximum(1)
#DIV/O! #DIV/O! 2
0.5 2.0
Ibslday
#DIV/O! #DIV/O!
) 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,
inirnum, percent removal. ete
:>TE: Refer to current SPOES pannit for specific monitoring requirements. Sample type for temperature, PH and setUeable solids is grab
Page 3 of 4
Fixed Meda Aclivated Sludge
Process Control Process Control
Recirculation I Media effluent Mixed Uouor Seltleable Sludoe Retum Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: I Sample Type: Rate settleable solids 5.5. (MLSS) . Volume (SSV) mill Sludge (RAS) Sludge CNAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgn 5 M"lnutes 30 minutes M.G.D. IbsJday
0 1 4.4 720 350
0 2 4.5
0 3 4.8
0 4 4.5
0 5 4.4 850 400
0 6 4.6 800 500
0 7 4.3 820 500
0 8 4.0
0 9 4.1
0 10 4.0
0 11 4.1 850 500
0 12 3.8
0 13 4.0
0 14 4.5 850 480
0 15 4.4
0 16 4.5
0 17 4.3
0 18 4.6 920 480
0 19 4.3
0 20 4.5
0 21 5.3 550 330
0 22 5.8 440 240
0 23 5.9
0 24 5.8
0 25 5.1
0 26 4.1 650 380
0 27 4.6 700 380
0 28 5.2 500 320
0 29 5.7
0 30 5.3
31 4.8
,0 day
,rithmetic
lean (1)
o Day Average
luantity
oading (1) Ibs/dav IbsJdav IbsJdav Ibs/da
) 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. oereent 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 during month: a. amount I 28,000 gals.
a. Chlorine 237.0 gals. b. solid content
I I b. Ibs. c. Vomile Solisd Content
Date Station Parameter Resu~ c. Ibs. d. Disposal Site: Coppolla Services Inc.
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical power consumed: Other Solid Wastes:
a. Commercial kilowatt hours a.. Screeninas 97.0 gals.
b. Stand-bv I kilowatt hours b. Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil aallons f.
c. Gasoline aallons a. Disoosal Site Roval Cartina
d.Coal. tons
e. Diaester Gas cubic feet
f. propane gallons Digester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME Total Hours
I I Camo Pollution Control,lnc. 43.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
lolume (Gal.)
2- All other wastes
Total Max day
3- Number of Part 364 haulers currently
annroved to transnort wastes to this
POTW
I.Seotaoe,etc I I I I I I
I hereby affirm under penalty of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
'. All others made herein a1 1,"nishable as a CI IS emeanor oursuant to Section 210.45 of the Penal Law. I I
0 ~1(~~1I0f~~A~
Sionature ~f Chief Operator or Designated Facility "'presentative I Date
ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
HECEIVED JUL 1 4 ZOll
July 12, 2011
~(Q)~W
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Wildwood STP received at the laboratory 7/6/11.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample 10:
7/6/11
8:00am-1:00pm Composite 1:00pm Fecal
Camo - MY
7/6/11 Fecal 3:00pm MFL, 7/7/11 BOD 12:00pm MFL
07061149
Fecal Coliforms
LOCATION RESULTS METHOD
Influent 194 mg/L SM18, 5210 Winkler
Secondary #1 7.4 mg/L
Secondary #2 5.0 mg/L
Effluent <2.0 mg/L
Influent 192 mg/L SM18, 25400
Secondary #1 <1. 0 mg/L
Secondary #2 5.0 mg/L
Effluent 2.5 mg/L
Influent 184 mg/L
Secondary #1 <1.0 mg/L
Secondary #2 5.0 mg/L
Effluent 2.5 mg/L
Effluent 2.0 CFU/100ml SM18, 92220
PARAMETER
BOD 5 Day
Total Susp. Solids
Volatile Susp. Solids
The results in this report apply to the samples received by
analyzed in accordance with the chain of custody document.
may only be reproduced in its entirety.
.
the laboratory,
This analytical report
If you have any questions or require any additional services, please do not
hesitate to contact us at 845-236-7823.
Thank you,
~t~~
Anthony J. Falco
Laboratory Director
Page 1 of 1
