Royal Ridge
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9j!-15-7 (11/95).. 27c New York State Department of Environmental Conservation OCT ~ 5 2010 Page 1 of 4
Division of Water
WASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Sept 2010 -..... \11\1 OF wAPPINGER
SPEDES PRMIT NO. FACILITY NAME FACILITY OWNER FACILITY LDc.uiQN... r I c: 0 Ii
NY-0035637 Royal Ridge Wastewater Treatment Facility Town ofWappingers I VVV ..,
VOLUME OF SEWAGE TREATED TEMPERATURE (oC.) pH (S.U.) Settleable SoflOs (mill) B.O. D 5 (ml~) Suspended Solids(mlll)
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 0.065 28 26 7.7 7.1 5.0 <0.1
2 0.084 27 26 7.8 7.0 7.0 <0.1
3 0.065 27 26 7.9 7.0 6.0 <0.1
4 0.050 27 26 7.9 7.1 8.0 <0.1
5 0.083 25 25 7.5 7.1 9.5 <0.1
6 0.075 25 25 7.7 7.1 8.0 <0.1
7 0.01 0.071 26 25 7.5 7.0 9.0 <0.1
8 0.051 26 26 7.4 7.1 7.0 <0.1
9 0.062 25 26 7.4 7.0 10.0 <0.1
10 0.039 26 26 7.3 7.1 7.0 <0.1
11 0.077 20 19 7.2 7.3 6.0 <0.1
12 0.082 19 19 7.1 7.4 8.0 <0.1
13 0.12 0.059 26 20 7.0 7.2 7.0 <0.1
14 0.01 0.058 20 20 7.2 7.3 9.0 <0.1
15 0.062 20 19 7.1 7.4 6.0 <0.1
16 0.15 0.059 19 18 7.0 7.4 7.0 <0.1 190 2 155 4
17 0.030 19 18 7.1 7.4 7.0 <0.1
18 0.077 18 18 7.2 7.3 12.0 <0.1
19 0.084 18 18 7.1 7.4 9.0 <0.1
20 0.057 18 18 7.2 7.3 10.0 <0.1
21 0.066 17 18 7.1 7.4 8.0 <0.1
22 0.18 0.061 18 18 7.2 7.3 11.0 <0.1
23 0.051 17 18 7.1 7.3 9.0 <0.1
24 0.044 17 18 7.2 7.2 10.0 <0.1
25 0.077 20 23 7.6 7.1 3.0 <0.1
26 0.01 0.069 18 20 7.3 7.2 6.0 <0.1
27 0.61 na 19 20 7.5 7.1 8.0 <0.1
28 0.13 0.060 19 20 7.6 7.1 5.0 <0.1
29 0.49 0.050 19 20 7.6 7.2 5.0 <0.1
30 4.69 0.109 19 19 7.5 7.2 3.0 <0.1
31
Total Monthly Monthly Average Monthlv Monthly Monthly 30 day flow.weighted avg (1) 30 day flow-weighted avg (1)
Precip. A veraoe Influent Effluent Minimum Maximum Minimum Maximum Maximum Maximum inf.(mg/J) eff.(mgll) inf.(mgll) eff.(mgll)
6.40 0.065 21 21 7.0 7.9 7.0 7.4 12.0 <0.1 190 2 155 4
%Rem.-> 99 %Rem.-> 98
30 Day Average
Quantity Loading (1) 1 Ibs/day 2 Ibslday
(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~te~~~~~ ~~~i~f~~ ~~~fi~ ~b~r:d:t~~ ~~~i~:;:i~t~~~~~~:Ytvoe for temperature PH and settleable solids is arab
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I"ACILlTY MAILING ADDRESS (Street, City, Zip Code) I TELEPHONE NUMBER I CHIEF OPERTATOR'S NAME I CERTIFICATION GRADE
50 palatine Park Rd. Gennantown,NY 12526 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS{mgll) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent moll Effluent REMARKS
DAY DATE Type Tvpe Minimum Maximum MF or MPNI1 OOml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 1.4
0 2 1.6
0 3 1.4
0 4 1.3
0 5 1.0
0 6 1.3
0 7 1.2
0 8 1.4
0 9 1.3
0 10 1.2
0 11 0.8 MONTHLY SAMPLES TAKEN
0 12 0.9
0 13 1.5
0 14 1.3
0 15 2.0 .
0 16 1.8 < 2 MONTHLY SAMPLES TAKEN
0 17 1.4
0 18 1.0
0 19 1.0
0 20 1.3
0 21 1.2
0 22 1.4
0 23 1.3
0 24 1.0
0 25 1.0
0 26 1.2
27 1.3
28 1.2
0 29 1.2
0 30 1.1
31
30 day flow-weighted avg mean(1) Monthly 30 day geometric meant 1 )
Influent mg/l Effluent mgil Minimum(1) Maximum(1)
#DIV/OI #DIV/O! <2
Ibslday
#DIV/O! #DIV/O!
1) Referto January 1994 edition of DMR Manualfor completing the Discharge Monitoring Report for the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
nlnlmum, percent removal, ate
JOTE: Refer to current SPDES Dennit for snecific monitorinn requirements. Samole tvoe for temnerature PH and settleable solids is arab
Page 2 of 4
. Fixed Media Activated Sludge
Process Control Process Controi
Recirculation Media effluent Mixed Liquor Settleable Sludge Return Act. Wasle Act.
Sample Type: Dissolved Oxygen Sample Type: Sample Type: Rate settleable solids S.S. (MLSS) Volume (SSV) mill Sludge (RAS) Sludge IYVAS)
Day Date Influent Effluent Influent Effluent Influent Effluent Influent Effluent M.G.D mill mgll 5 Minutes 30 minutes M.G.D. Ibslday
0 1 3.9
0 2 3.9 560 340
0 3 4.0 550 320
0 4 4.0
0 5 3.6
0 6 3.7
0 7 3.6
0 8 3.6
0 9 3.6
0 10 3.7
0 11 4.0
0 12 4.2
0 13 4.0
0 14 4.2
0 15 4.2
0 16 7.1
0 17 7.2
0 18 6.5
0 19 6.8
0 20 6.7
0 21 6.5
0 22 6.5
0 23 6.5
0 24 6.5
0 25 6.0
0 25 6.4
0 27 6.3
0 28 6.2
0 29 6.0
0 30 6.0
31
30 day
3rithmetic
llean (1)
30 Day Average
)uantily
.oading (1) Ibs/day Ibs/dav Ibs/day
Ibs/da
1) Refer 10 January 1994 edition of DMR Manual forcompfeting the Discharge Monitoring Report for the nationat Pollutant Discharge Elimination System (NPDES) for procedures 10 calculate loadings, arithmetic mean, geometric Mean, maximum,
linimum. percent removal, ete
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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
a. Chlorine 157.5 gals. b. solid content
b. Ibs. c. Volitile Solisd Content
Date Station Parameter Resuit c. Ibs. d. Disposal Site:
d. Ibs.
e. Ibs.
f. Ibs.
Amount of ecectrical Power consumed: Other Solid Wastes:
a. Commercial kilowatt hours a. ScreeninQs 19.00
b. Stand-by kilowatt hours b. Grit
c. Ashes
Amount of fuel consumed: d.
a. Natural Gas cubic feet e.
b. Oil aallons f.
c. Gasoline oallons a. Disoosal Site
d. Coal. tons
e. Dioester Gas cubic feet
f. propane I oallons Diaester Gas Wasted
Labor expended:
TRUCKED WASTE RECEIVED THIS MONTH POSITION NAME NUMBER FULL TIME NUMBER PART TIME TOTAL HOURS
Camo Pollution Control,lnc. 71.50
1- Septage, holding tank waste and
portable toilet waste
Total Max day
Volume (GaLl
2- All pther wastes
Total Max day
3- Number of Part 364 haulers currently
aparoved to transport wastes to this
POTW
l.Septage,etc
, hereby affirm under penaity of perjury that infarmation provided on this form is true to the best of my knpwledge and belief. False statements
..J
,. All others made herein are:aunishable as a Class.A misdemeanor pursuant ta Sectian 210.45 af the Penal Law.
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Sionature af Chief Operator or Desianated Facilitv Representative Date
ENVIRONMENTAL LABWORKS" INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP #10824
September 21, 2010
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Mr. Mark Yovella
Camo Pollution Control
1610 Route 376
Wappingers Falls, NY 12590
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Dear Mr. Yovella,
The following are results of the analyses performed on samples from the
Royal Ridge STP received at the laboratory 9/15/10.
Date Collected:
Time Collected:
Collected By:
Date Analyzed:
Sample ID#:
9/15/10
9 : 00 am
Camo Personnel
9/15/10 - Fecal 3:00pm
09151029
9/16/10 BOD 10:10am
PARAMETER LOCATION RESULTS
BOD 5 Day Influent 190 mg/L
Secondary 7.4 mg/L
Effluent <2.0 mg/L
Total Susp. Solids Influent 155 mg/L
Secondary 6.5 mg/L
Effluent 3.5 mg/L
Volatile Susp. Solids Influent 155 mg/L
Secondary 6.5 mg/L
Effluent 3.5 mg/L
Fecal Coliforms Effluent <2.0 CFU/100ml
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, r ~
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Anthony J. Falco
Laboratory Director
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