Royal Ridge
9',;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 July 2011
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LOCATION
NY -0035637 Royal Ridge Wastewater Treatment Facility Town ofWappingers Martin Drive
VOLUME OF SEWAGEiREATED TEMPERATlJRE (oq pH (S.U.) .... SetIlElable.Solids@III)' . ..~" .... ,',;;"", .... Suspended SoIids(rnlll)
.~.~.~ '\'".'J
Daily Precip. Inst.Max. Diy Average. Inst.Min. Influent Effluent Influent . Influent Effluent Effluent Influent Effluent Influent .... Effluent Influent .' Emuei'tt
DAY DATE in/day MGD MGD MGD (2) "(2) Minimum Maximum Minimum Maximum Maximum MaximUm Type Type .. "Type '. type '..
1 0.055 20 21 7.2 7.8 4.0 <0.1
2 0.05 0.090 19 18 7.6 7.5 8.0 <0.1
3 0.34 0.086 19 20 7.3 7.3 5.0 <0.1
4 0.097 20 20 7.4 7.6 9.5 <0.1
5 0.085 21 20 7.2 7.4 7.0 <0.1
6 0.077 21 20 7.2 7.4 5.0 <0.1
7 0.079 21 20 7.2 7.3 10.0 <0.1
8 0.71 0.050 20 21 7.2 7.1 5.0 <0.1
9 0.086 19 22 7.2 7.0 7.5 <0.1
10 0.101 20 22 7.5 7.1 8.0 <0.1
11 0.014 21 24 7.5 7.4 13.0 <0.1
12 0.070 21 24 7.4 7.3 20.0 <0.1
13 0.01 0.071 21 24 7.3 7.2 16.0 <0.1 95 2 76 1
14 0.069 21 23 7.3 7.3 9.0 <0.1
15 0.050 21 23 7.3 7.3 10.0 <0.1
16 0.059 22 24 7.4 7.2 10.0 <0.1
17 0.092 21 23 7.3 7.4 8.0 <0.1
18 0.03 0.010 22 23 7.3 7.3 6.0 <0,1
19 0.052 22 24 7.4 7.2 10.0 <0.1
20 0.066 22 24 7.4 7.1 16.0 <0.1
21 0.057 24 25 7.5 7.3 4.0 <0.1
22 0.051 23 25 7.7 7.3 18.0 <0.1
23 0.066 23 23 7.3 7.4 6.0 <0.1
24 0.070 24 25 7.4 7.3 8.0 <0.1
25 0.60 0.063 22 24 7.4 7.3 10.0 <0.1
26 0.30 0.061 22 23 7.2 7.2 13.0 <0.1
27 0.063 23 23 7.3 7.2 8.0 <0.1
28 0.057 23 23 7.5 7.2 10.0 <0.1
29 0.21 0.053 23 24 7.5 7.2 12.0 <0.1
30 0.060 23 24 7.2 7.2 12.0 <0.1
31 0.068 24 24 7.6 7.5 15.0 <0.1
Total Monthly Monthly Average Monthly Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. Averaae Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgJl) eff.(mg/I) inf.(mgll) eff.(mgll)
2.25 0.065 22 2~ 7.2 7.7 7.0 t.8 20.0 <0.1 95 2 76 1
0 ~ %Rem.-> 98 %Rem.-> 99
30 Day Average
Quantity Loading (1) 1.18 Ibslday 1 Ibslday
linimum, percent removal, ete AU' 25 2011
!} If I emperalure IS measurea more man once a aay, repon me average ror me cay
OrE: Refer to current SPOES permit for specific monitoring requirements. Sample type for temperature, PH and tt1eable solids is grab
TOWN OF WAPPINGER
TOWN CLERK
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"FACILITY MAILING ADDRESS (Street, City, Zip Code) I TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE
c/o Camo ,1610 RT.376 Wappingers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. lA
TOTAL PHOSPHORUS(mg/J) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mall Effluent ... REMARKS
DAY DATE Type Type Minimum Maximum . MF or MPNll00ml Enter any other comments, observations, operating'problems, ~quipment failure~,. ete,
0 1 0.8
0 2 0.5
0 3 1.4
0 4 1.7
0 5 0.8
0 6 0.9
0 7 1.5
0 8 1.1
0 9 2.0
0 10 1.9
0 11 2.0
0 12 1.7
0 13 1.6 < 2 coliform sample taken Monthly samples taken
0 14 2.0
0 15 0.9
0 16 1.0
0 17 2.0
0 18 0.5
0 19 1.4
0 20 1.0
0 21 0.7
0 22 1.0
0 23 1.3
0 24 1.6
0 25 0.9
0 26 1.1
0 27 1.5
0 28 1.9
0 29 0.6
0 30 2.0
0 31 2.0
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean( 1)
Influent mgll Effluent mgll Minimum(l) Maximum(l)
#DIV/O! #DIV/O! < 2
0.5 2.0
Ibsiday
#DIV/O! #DIV/OI
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, ete
OTE: Refer to current SPDES pennit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
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I' Fixed Meda Activated Sludge
Process Control Process Control
Recirculation Media effluent Mixed O;;-uor Settleable Sludoe Retum Act. Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge r;NAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mg/l 5 Minutes 30 minutes M.G.D. Ibslday
0 1 6.8 100 90
0 2 6.5
0 3 6.6
0 4 6.0
0 5 5.2 250 30
0 6 5.3 250 30
0 7 5.4
0 8 5.8 790 450
0 9 5.5
0 10 5.6
0 11 6.8 900 400
0 12 6.2 820 360
0 13 6.0
0 14 6.5 850 550
0 15 6.4 900 520
0 16 6.5
0 17 6.0
0 18 6.5
0 19 5.0 900 550
0 20 5.5 900 600
0 21 5.6 850 650
0 22 6.3 900 700
0 23 6.1
0 24 6.2
0 25 5.6 890 520
0 26 6.0 700 500
0 27 5.8 800 400
0 28 4.2 800 400
0 29 4.4
0 30 5.0
0 31 5.2
10 day
lrithmetic
nean (1)
10 Day Average
luantity
aading (1) Ibs/dav Ibsldav Ibs/dav
Ibslda
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, ate
I!ffect on Receiving Stream
Name of Receiving Stream
I
Date
Station
I
Parameter
a. Chlorine
b.
Name and amount of chemicals used in treatment process
during month:
Resutt
c.
d.
e.
f.
Amount of ecectrical power consumed:
a. Commercial
b. Stand-by
Amount of fuel consumed:
a. Natural Gas
b.Oil
c. Gasoline
d. Coal.
e. Diaester Gas
f. propane
TRUCKED WASTE RECEIVED THIS MONTH
Labor expended:
1- Septage, holding tank waste and
portable toilet waste
Total
'olume (Gal.)
2- All other wastes
Tolal
3- Number of Part 364 haulers currently
aooroved to transoort wastes to this
POTW
.Septaae,etc
. All others
Max day
Max day
POSITION NAME
CamoPollution Control,lnc.
I
127 gals.
Ibs.
Ibs.
Ibs.
Ibs.
Ibs.
kilowatt hours
kilowatt hours
cubic feet
oallons
oallons
tons
cubic feet
oallons
Sludge .removal from plant:
a. amount ...
b. solid content
c. Volitile Solisd Content
d. Disposal Sne: Coppolla Services Inc.
Other Solid Wastes:
a. Sc:reeninas 25.25
b.Grit
c. Ashes
d.
gals.
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NUMBER FULL TIME
NUMBER PART TIME TOTAL HOURS
75.00
Date
I hereby affirm under penatty of perjury that information provided on this form is true to the best of mv knowledae and belief. False statements
made hersil'ik Jliouni4able as a Cla'!SA mrsdemeanor oursuant to Section 210.45 of the Penal Law. I I
fj)'/l YL/~ A ~/ Gw~A" ~
Signat~re of Chief Operator or Designated Facilny Repre'sentative
e.
f.
la. Disposal sne Roval Cartina
Digester Gas Wasted
I
ENVIRONMENTAL LABWORKS'I INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
July 19, 2011
C~~CEj VED JUL 2 1 2011
Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
~(Q)~V
Dear Mr. Yovella,
The following are results of the analyses performed on samples from the Royal Ridge
STP received at the laboratory 7/13/11.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample 10:
7/13/11
8:00am - 1:00pm
Camo - GF
7/14/11 BOD 3:10pm MFL
07131128
Fecal Coliforms
LOCATION RESULTS METHOD
Influent 95.0 mg/L SM18, 5210 Winkler
Secondary 2.8 mg/L
Effluent <2.0 mg/L
Influent 76.0 mg/L SM18, 25400
Secondary 1.0 mg/L
Effluent 1.0 mg/L
Influent 76.0 mg/L
Secondary 1.0 mg/L
Effluent 1.0 mg/L
Effluent <2.0 CFU/100ml SM18, 92220
PARAMETER
BOD 5 Day
Total Susp. Solids
Volatile Susp. Solids
The data contained in this report were obtained using EPA or other approved
methodologies. This laboratory or any outside laboratory used are NYS ELAP
certifies for these analyses. 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(,u2f
Anthony J. Falco
Laboratory Director
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