Royal Ridge
92-15-7 (11/95)- 27c
New York State Department of Environmental Conservation
Division of Water
RECEIVED
APR 2 9 2009
2-
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WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF March 2009' TI"'\\ ^ Ill. I ,.... --
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION '..1&-"': ., r-.
NY -0037117 WlIdwood(L&A)Wastewater Treatment Facility Town ofWapplngers New Hackensack Road
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable Solids (mVI) B.O. D 5 (mill) Suspended Solids(mVI)
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 0.097 9 9 7.6 7.6 10.5 <0.1 .
2 0.06 .. 0.076 8 7 7.3 7.1 7.5 <0.1
3 0.048 '. 8 8 7.2 7.4 8.0 <0.1
4 0.082 9 7 7.8 7.3 11.5 <0.1 465 10 5,965 14
5 O.OSS 10 9 .' 7.5 7.4 4.0 <0.1
6 0.058 10 9 7.6 7.0 8.0 <0.1
7 0.059 9 8 7.5 7.2 5.0 <0.1
8 0.28 0.106 10 10 7.6 7.6 10.0 <0.1
9 0.47 o.on 9 10 7.4 7.1 3.0 <0.1
10 0.09 0.099 9 9 7.6 7.4 8.5 <0.1
11 0.11 0.094 11 10 7.7 7.5 4.0 <0.1
12 0.099 9 9 7.5 7.4 8.5 <0.1
13 0.063 9 9 7.3 7.3 3.5 <0.1
14 .0.82 9 9 7.6 7.6 9.0 <0.1
15 0.097 9 9 7.5 7.5 5.0 <0.1
16 0.075 10 10 7.6 7.4 12.5 <0.1
17 0.067 11 12 7.4 7.3 2.0 <0.1
18 0.046 12 13 7.5 7.4 6.0 <0.1
19 0.17 0.062 11 12 7.8 7.4 6.0 <0.1
20 0.047 10 12 7.6 7.6 12.0 <0.1.
21 0.069. 10 11 7.3 7.5 9.5 <0.1
22 0.089 10 10 7.6 7.6 8.0 <0.1
23 0.063 10 11 7.3 7.6 12.5 <0.1
24 0.044 11 12 7.4 7.5 7.0 <0.1
25 '. 0.058 10 . 11 7.3 7.5 9.0 <0.1
26 0.04 0.071 11 12 7.9 7.3 4.0 <0.1
27 0.040 11 12 . 7.9 7.3 8.0 <0.1
28 0.02 0.048 11 12 7.6 7.2 7.5 <0.1
29 0.64 0.073 10 11 7.5 7.2 8.0 <0.1
30 0.02 0.061 12 12 7.4 7.6 7.0 <0.1
31 0.060 12 13 7.4 7.5 7.0 <0.1
Total Monthly Monthly Average Monthly Monthly Monthly 30 day now-weighted avg (1) 30 day now-weighted avg (1l
Precip. Average . Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum int(mgll) eff.(mgll) inf.(mgn) eff.(mgll)
1.90 0.070 10 10 7.2 7.9 7.0 7.6 12.5 <0.1 466 I 10 5965 I 14
%Rem.-> 98 %Rem.-> 100
30 Day Average
Quantity Loading (1) 2 Ibs/day 4 Ibs/day
..
(1) ~efer to January 1994 edition of DMR Manual for completing the, DIscharge Monitonng Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean. maximum,
mlOlmum, percent removal, ete .
{:.!J IT I emperawre 1$ measurea more man once a cay. repon tne average for me cay
NOTE: Refer to current SPDES permit for specific monftoring requirements. Sample type for temperature. PH and settleable solids is.grab
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FACILITY MAILING ADDRESS (Street. City. Zip Code) TELEPHONE NUMBER 1 CHIEF OPERTATOR'S NAME I I CERTIFICATION GRADE
clo Camo ,1610 RT.376 Wapplngers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. lA
TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAl COLIFORM
Influent Effluent Effluent mgl1 Effluent REMARKS
DAY DATE Type Type Minimum Maximum MF or MPN/100ml Enter any other comments. observations, operating problems, equipment failures, etc.
0 1 1.4
0 2 1.5
0 3 1.2
0 4 1.6 <1
0 5 1.9
0 6 1.4 flushed CL2 system 4000 gallons of sludge removed
0 7 1.5
..
0 8 1.3 . "
. .' . . ,
0 9 1.4
0 10 1.8
0 11 1.0
0 12 1.4 5000 aallans of sludne removed
0 13 1.9 flushed CL2 system
0 14 1.7
0 15 1.5
0 16 2.0
0 17 1.5
0 18 1.7
19 1.8 . I. 4000 gallons of sludge. removed
0
0 20 1.6
0 21 1.7 .
0 22 1.5
0 23 2.0
0 24 1.8
0 25 1.8
0 26 1.7 chlorinating for filiments 4000 gallons of sludge removed
0 27 1.8
0 28 1.6
0 29 1.6
0 30 2.0 I
31 1.4 I
30 day flaw-weighted avg mean(1) Monthly 30 day geometric mean(1)
Influent mgl1 Effluent mgl1 Minimum(1) Maximum(l)
< 1
1.0 2.0
Ibs/rY
..
(1~ ~efer to January 1994 edition of DMR Manual forcompteting the Discharge Monitonng Report for the naUonal ponutant DIscharge Elimmation System (NPDES) for procedures to calculate loadings, arithmetic; mean, geometric Mean, maximum,
mInimum, percent removal. ate
_ NOTE: Ref~ to current SPDES permit for specific monitoring requirements. Sample type for temperature, PH and settieable solids is grab
Page 3 of 4
FIXed Medi. Activated Sludge
. Process Control PrQces$ ContrOl
Recirculation Media effluent Mixed Uquor Settleable Sludge Return Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solid' S.S (MLSS) Volume (SSV) mill Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgll 5 Minutes 30 minutes M.G.D. Ibs/day
0 1 3.2
2 3.2 370 200
0
0 3 3.9
4 5.5 400 200
0
5 4.1 400 210
0
6 4.0 . 4Ol}.... .200 .
0
7 5.2 '.
0 .
8 4.8 .'. .
0
0 9 3.6 .'. 31)) 170 '.
0 10 5.6 290 . 170 .
0 11 4.0 340 170
0 12 3.6 380 210
0 13 3.8 400 190
0 14 3.5
.
0 15 4.2
0 16 4.2
0 17 4.0 570 270
0 18 3.8
0 19 4.5 . 660 340
20 4.2 .
0
0 21 4.0
0 22 4.3
0 23 4.0 920 580
0 24 3.6
0 25 3.8
0 26 3.8
0 27 3.0
0 28 3.6
0 29 3.4
0 30 3.8
31 2.0 670 330
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) IbsJday Ibs/dav 'Ibs/dav Ibs/day
(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. ete .
R
Effect on ecelvinQ Stream
Name of Receiving Stream
Date Station Parameter ResuK
TRUCKED WASTE RECEIVED THIS MONTH
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (GaLl
2- All other wastes
Total Max day
3- Number of Par! 364 haulers currently
approved to transport wastes to this
POTW
a.Septage,etc
b. All others
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Name and amount of chemicals used in treatment process
during month:
a. Chlorine
b.
Sludge removal from plant
a. amount 17000
b. solid content
c. Volitile Solisd Content
d. Disposal Site: ppolla Services Inc.
c.
255.5 gals.
Ibs.
Ibs.
Ibs.
Ibs.
Ibs.
d.
e.
f.
Amount of ecectrical power consumed:
a. Commercial
Other Solid Wastes:
a. Screenings 75.5
b. Grit
c. Ashes
d.
kilowatt hours
kilowatt hours
b. Stand-by
Amount of fuel consumed:
a. Natural Gas
b.Oil
c. Gasoline
d. Coal.
e. Digester Gas
f. propane
cubic feet
!lallons
!lallons
tons
cubic feet
gallons
e.
f.
g. Disposal Site Royal Cartin!l
Digester Gas Wasted
POSITION NAME NUMBER FULL TIME NUMBER PART TIME OTAl HOURS
Camo Pollution Control,lnc. 41.0
-,...
.'
.
.
labor expended'
I hereby affirm under penaKy of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
re puni;,hable as a Class A mlsaerreanul pursuant to Section 210.45 of the Penal Law.
,.,
Date
.
ENVIRONMENTAL LABWORKS~ INC.
March 10, 2009
Mr. Walt Wisbauer
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
Dear Mr. Wisbauer,
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
RECEI VED MAR 1 2 2009
(~ QJ U==,:,:'v
The following are results of the analyses performed on samples from the wildwood
STP received at the laboratory 3/4/09.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID:
3/4/09
8:00am - 1:00pm
Camo - MY
3/4/09 - Fecal 3/5/09 - BOD, TSS
03040954
PARAMETER
LOCATION
RESULTS
BOD 5 Days
Influent 465 mg/L
Secondary #1 5.1 mg/L
Secondary #2 11.4 mg/l
Effluent 10.2 mg/L
Influent 5,965 mg/L
Secondary #1 13 .3 mg/L
Secondary #2 14.8 mg/L
Effluent 14.3 mg/L
Influent 5,955 mg/L
Secondary #1 13.3 mg/L
Secondary #2 14.8 mg/L
Effluent 13 .5 mg/L
Effluent <1 CFU/100ml
Total Susp. Solids
Volatile Susp. Solids
Fecal Coliforms
METHOD
SM18, 5210 Winkler
SM18, 2540D
SM19,9222D
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 yo~(.~ ~
A~. ~co
Laboratory Director
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