Royal Ridge
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92-15.7 (11/95)- 27c New York State Department of Environmental Conservation JUl2 2 2010 Page 1 of 4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF June 2010 ---. 'A' f"\t: \AI ^ [')o~NGER
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER ""F~' III 01)1-1 .... n 1/
NY-0035637 Royal Ridge Wastewater Treatment Facility Town ofWappingers UVVI~ ~r;u6
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settle !!rile SOIKIs mVI) B.a. D 5 (ml/l) Suspended Solids(mlJl)
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 0.14 0.080 19 20 7.6 7.5 4.0 <0.1
2 0.085 18 18 7.4 7.5 10.0 <0.1
3 0.055 18 19 7.5 7.5 8.0 <0.1
4 0.039 18 19 7.5 7.4 6.0 <0.1
5 0.10 0.068 20 22 7.4 7.6 5.0 <0.1
6 0.44 0.089 19 20 7.6 7.5 5.0 <0.1
7 0.050 18 18 7.5 7.6 4.0 <0.1
8 0.01 0.061 18 19 7.5 7.5 8.0 <0.1
9 0.36 0.071 17 19 7.4 7.4 7.0 <0.1
10 0.065 18 19 7.5 7.5 2.0 <0.1
11 0.031 18 19 7.5 7.4 2.0 <0.1
12 0.38 0.080 18 18 7.3 7.6 2.5 <0.1
13 0.03 0.062 18 18 7.4 7.5 1.5 <0.1
14 0.080 18 18 7.3 7.6 2.0 <0.1
15 0.059 19 18 7.1 7.5 3.5 <0.1
16 0.03 0.061 18 18 7.3 7.6 2.0 <0.1
17 0.078 18 18 7.4 7.1 1.5 <0.1 150 2 90 4
18 0.054 19 18 7.5 7.0 2.0 <0.1
19 0.064 20 19 7.4 7.5 2.0 <0.1
20 0.057 20 19 7.4 7.2 2.5 <0.1
21 0.072 20 18 7.4 7.4 2.0 <0.1
22 0.37 0.060 19 18 7.3 7.2 5.0 <0.1
23 0.060 20 19 7.4 7.5 6.0 <0.1
24 0.06 0.048 21 19 7.4 7.3 5.0 <0.1
25 0.053 na 20 na 7.4 4.5 <0.1
26 0.072 22 22 7.6 7.0 5.0 <0.1
27 0.074 22 22 7.6 7.2 6.0 <0.1
28 0.063 22 22 7.4 7.4 7.0 <0.1
29 0.046 22 22 7.6 7.4 7.1 <0.1
30 0.057 22 22 7.5 7.6 7.0 <0.1
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow-weighted avg (1) 30 day flow-weighted avg (1)
Precip. AveraQe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mgR) eff.(mgll) inf.(mg/I) eff.(mgn)
1.92 0.063 19 19 7.1 7.6 7.0 7.6 10.0 <0.1 150 2 90 4
%Rem.-> 99 %Rem.-> 96
30 Day Average
Quantity Loading (1) 1 Ibs/day 3 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
~b~~:e~~:~~~~~~e~~~~~:~ ~~~:'f~~ ~~::c ~b~~o%~ ~~~i:~~~t~~~~~~:YtvDe for temoerature, PH and settleable solids is arab
.-3
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FACILITY MAILING ADDRESS (Street, Cny, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE I
50 palatine Park Rd. Germantown,NY 12526 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS(mgll) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mall Effluent REMARKS
DAY DATE Tvoe Type Minimum Maximum MF or MPN/100ml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.5
0 2 1.0
0 3 1.5
0 4 1.6
0 5 1.3
0 6 1.5
0 7 1.6
0 B 1.5
0 9 1.5
0 10 1.6
0 11 1.4
0 12 1.0
0 13 1.0
0 14 1.0
0 15 1.5
0 16 1.5
0 17 1.B < 2 MONTHLY SAMPLES TAKEN
0 18 1.4
0 19 1.4
0 20 1.6
0 21 1.5
0 22 1.6
0 23 1.4
0 24 1.6
0 25 1.5
0 26 2.0
27 1.5
2B 1.8
0 29 1.7
0 30 1.0
31
30 day flow-weighted avg meant 1) Monthly 30 day geometric mean(l)
Influent mgn Effluent mgll Minimum(1) Maximum(1)
#DIV/OI #DIV/OI <2
Ibs/day
#DIV/OI #DIV/OI
(1) Refer to January 1994 edition of DMR Manual for camp/eUng the Dischaf!le Man/toting Report for the national Pollutant Dischaf!le Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
NOTE: Refer to current SPDES narmit for snecific monitorina renuirements. Sarnole tvne for temoerature PH and settleable solids is nrab
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Fixed Media Activated Sludge
Process Control Process Control
Recirculation Media effluent Mixed Liquor Settleable Sludge Return Act Waste Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge (WAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgJI 5 Minutes 30 minutes M.G.D. Ibslday
0 1 3.4
0 2 3.6
0 3 3.7
0 4 3.4
0 5 3.0
0 6 3.0
0 7 3.0
0 8 3.2
0 9 3.1
0 10 3.2
0 11 3.2
0 12 3.5
0 13 3.2
0 14 3.4
0 15 3.5
0 16 3.2
0 17 3.8
0 18 3.5
0 19 3.6
0 20 3.5
0 21 3.6
0 22 3.5
0 23 3.5
0 24 3.6
0 25 3.6
0 25 3.0
0 27 3.4
0 28 3.0
0 29 3.0
0 30 3.4
31
30 day
arithmetic
mean (1)
30 Day Average
Quantity
Loading (1) IbsJdav IbsJdav IbsJdav IbsJda
(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, oefeent removal ate
Page 4 of 4
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 I
a. Chlorine 125.5 gals. b. solid content I
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resutt c. Ibs. d. Disposal Site:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical oower consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. Screenin!ls 51.00
b. Stand-bv I kilowatt hours b.Grit
I c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b.Oil callons f.
c. Gasoline oallons o. Disnosal Site
d.Coal. tons
e. Dicester Gas cubic feet
f. pronane oallons 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. 74.00
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume IGal.\
2. All other wastes
Total Max day
3- Number of Part 364 haulers currently
approved to transoort wastes to this
POTW
a.Septaoe,etc
I I hereby affirm under penatty of perjury that information provided on this form is true to the best of my knowledge and belief. False statements
b. All others made herein arM,unishalllle as a ClaMJU'IlISaemeanor omsnant to Section 210.45 of the Penal Law.
lfwJl~ 1..f)J/1 jIJ~A~ ak Yp{L~~--- / '"
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Sianature of Chief Ooerator or Desianated Fac;/.v Reoresentative ' r
Date
ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
RECEIVED JUN 2 5 2010
June 22, 2010
, '-'2)
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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 Royal Ridge
STP received at the laboratory 6/17/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID#:
6/17 /10
9:00 am
Camo Personnel - ND
6/17/10 - Fecal1:30pm
06171004
6/17/10 BOD 3:30pm
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 150 mg/L
Secondary 15.7 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 90.0 mg/L
Secondary 10.0 mg/L
Effluent 3.5 mg/L
Volatile Susp. Solids Influent 90.0 mg/L
Secondary 8.0 mg/L
Effluent 1.5 mg/L
Fecal Coliforms Effluent <2 CFU/I00ml
METHOD
SM18, 5210B
SM18, 2540D
-SM18, 9222D
If you have any questions or require any additional services, please do not
hesitate to contact us at 845-236-7823. 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.
Thank you,
~\:~
Anthony J. Falco
Laboratory Director
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