Fleetwood
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12:15-7 (11/95)- 27c New York State Department of Environmental Conservation Page 1 of 4
Division of Water
NASTEWATER FACILITY OPERATION REPORT FOR THE MONTH OF Oct 2011
,PEDES PRMIT NO. FACILITY NAME FACILITY OWNER I FACILITY LOCATION
~y -0021601 Fleetwood Wastewater Treatment Facility Town ofWappingers I Fleetwood Drive
VOLUME OF SEWAGE TREATED TEMPERATURE (oF.) pH (S.U.) SeWeable Solids (mill) B.O.D5!1Tl1n). .. Suspended Solid$(rnlll)
Daily Precip. Inst.Max. Diy Average. Inst.Min. Influent Effluent Influent Influent Effluent . Effluent Influent Effluent In!Juent Effluent Influent EfflUt1nt
DAY DATE in/day MGD MGD MGD (2) (2) Minimum Maximum Minimum Maximum Maximum Maximum Type Type Type Type.
1 0.29 0.125 68 65 7.0 7.5 4.0 <0.1
2 0.04 0.128 65 65 7.3 7.3 1.0 <0.1
3 0.38 0.115 67 67 7.4 7.7 3.0 <0.1
4 0.02 0.117 65 64 7.3 7.4 6.0 <0.1
5 0.074 66 68 7.3 7.5 4.5 <0.1
6 0.093 65 66 7.2 7.3 3.5 <0.1
7 0.076 65 64 7.0 7.4 5.0 <0.1
8 0.065 66 64 7.1 7.4 4.0 <0.1
9 0.065 65 63 7.2 7.3 6.0 <0.1
10 0.073 64 62 7.2 7.3 8.0 <0.1
11 0.041 66 68 7.3 7.1 12.0 <0.1
12 0.10 0.061 66 67 7.2 7.2 20.0 <0.1 167 2 116 14
13 0.39 0.069 66 66 7.3 7.1 5.0 <0.1
14 0.30 0.045 67 68 7.3 7.3 8.5 <0.1
15 0.049 67 67 7.4 7.4 7.0 <0.1
16 0.051 66 66 7.3 7.3 6.0 <0.1
17 0.041 65 64 7.4 7.1 10.0 <0.1 --=- ~\c,~ ,\"\ nreM \\
18 0.030 66 62 7.6 7.7 4.5 <0.1 I~ U '\J I.!= I './
19 0.70 0.047 65 62 7.3 7.3 8.0 <0.1
20 0.034 64 61 7.3 7.2 7.0 <0.1 '..~ 'In"
21 0.047 62 63 7.3 7.1 3.5 <0.1 NU V. 11 1 LV"
22 0.025 63 63 7.4 7.2 5.0 <0.1 --
23 7.1 12.0 <0.1 II~ Or V 'I~rr ... ,
0.045 62 63 7.3 T(
24 0.039 63 62 7.2 6.9 2.5 <0.1 r",A.,1\1 rll=R "-
25 0.01 0.030 62 63 7.3 7.1 5.5 <0.1 IV"'l" -
26 0.07 0.039 61 62 7.4 7.0 5.0 <0.1
27 0.55 0.031 61 62 7.3 6.9 8.0 <0.1
28 0.030 60 60 7.5 7.2 6.0 <0.0
29 0.98 0.038 55 53 7.4 7.1 1.0 <0.1
30 0.053 58 58 7.3 7.5 4.0 <0.1
31 0.053 58 58 7.3 7.3 8.5 <0.1
Total Monthly Monthly Average Monthlv 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.{mg/I) eff.{mg/I) inf.(mgll) eff.(mgll)
3.83 0.059 64 63 7.0 7.6 6.9 7.7 20.0 <0.1 167 2 116 14
%Rem.-> 99 %Rem.-> 88
30 Day Average
Quantity Loading (1) 1 Ibslday 7 Ibslday
(1) Refer to Januarv 1994 edition of DMR Manual for comnletin" the Dischame Monitorino Renorl for the national Pollutant Dischame Elimination Svstem fNPDESI for orocedures to calculate loadinos. arithmetic mean. oeometric Mean maximum
minimum, percent removal, ete
(L) IT I emperature IS rneasurea more man once a oay. report me average TOf me aay
NOTE: Refer to current SPDES pennit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
..
FACILITY MAILING ADDRESS (Street, City, Zip Code) TELEPHONE NUMBER CHIEF OPERTATOR'S NAME CERTIFICATION GRADE
cia Camo ,1610 RT.376 Wappingers Falls,NY 12590 845-463-7310 CAMO POLLUTION CONTROL,INC. 1A
TOTAL PHOSPHORUS(mg/l) CHLORINE RESIDUAL FECAL COLIFORM
Influent Effluent Effluent mgll Effluent REMARKS .
DAY DATE Type Type Minimum Maximum MF or MPN/1 OOml Enter any other comments, observations, operating problems, equipment failures, etc.
0 1 0.6
0 2 1.1
0 3 1.7
0 4 0.9
0 5 1.4
0 6 1.3 calibrated the flow meter
0 7 1.4 Flush cl2 system
0 8 0.6
0 9 1.0
0 10 1.1
0 11 0.7
0 12 1.0 6 monthly samples taken
0 13 1.6
0 14 1.9
0 15 0.6
0 16 1.0
0 17 1.5
0 18 2.0
0 19 2.0
0 20 1.9
0 21 1.4
0 22 1.1
0 23 0.8
0 24 1.8
0 25 1.7
0 26 1.6
0 27 1.7 Flush cI2 system
0 28 1.4
0 29 1.6
0 30 2.0
31 2.0
30 day flow-weighted avg mean( 1 ) Monthly 30 day geometric mean( 1 )
Influent mgll Effluent mg/l Minimum(1) Maximum(1)
#DIV/OI #DIV/O! 6
0.6 2.0
Ibs/day
#DIV/O! #DIV/O!
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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.
ninimum, percent removal, ate
~OTE: Refer to current SPDES pennit for specific monitoring requirements. Sample type for temperature, PH and settleable solids is grab
..
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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 setUeable 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 mgll 30 Minutes 30 minutes M.G.D. Ibslday
0 1 4.9
0 2 5.2
0 3 5.8
0 4 5.4 100 250
0 5 5.6
0 6 5.0
0 7 3.8 100 200
0 8 5.1
0 9 8.0
0 10 7.9
0 11 6.5
0 12 3.1 70 80
0 13 3.0
0 14 3.5
0 15 4.0
0 16 4.1
0 17 3.1 90 90
0 18 3.4
0 19 3.0 80 90
0 20 3.0
0 21 3.2 80 80
0 22 3.1
0 23 2.4
0 24 2.0 90 100
0 25 2.5
0 26 2.8
0 27 2.9 100 110
0 28 3.1 110 120
0 29 3.0
0 30 1.5
31 2.1
30 day
arithmetic
mean(l)
30 Day Average
Quantity
Loading (1) Ibs/dav Ibs/dav Ibs/dav Ibs/da
(1) Refer to January 1994 edition of DMR Manual for completing the Discharge Monitoring Report far the national Pollutant Discharge Elimination System (NPDES) for procedures to calculate loadings, arithmetic mean, geometric Mean, maximum,
minimum, percent removal, ete
Effect on Receivina Stream
\lame of Receiving Stream I
I
Date
Station
Parameter
Name and amount of chemicals used in treatment process
during month:
a. Chlorine
b.
183.5 gals.
Ibs.
Ibs.
Ibs.
Ibs.
Ibs.
Result
c.
d.
e.
f.
Amount of ecedrical power consumed:
a. Commercial
b. Stand-bv
kilowatt hours
kilowatt hours
Amount of fuel consumed:
a. Natural Gas
b.OiI
c. Gasoline
d. Coal.
e. Dioester Gas
f. propane
cubic feet
nallons
nallons
tons
cubic feet
aallons
labor expended:
TRUCKED WASTE RECEIVED THIS MONTH
T
1. Septage, holding tank waste and
portable toilet waste
Total
Volume (Gal.)
2. All other wastes
Total
3. Number of Part 364 haulers currently
annroved to transnort wastes to this
POTW
a.Seotaae,etc
b. All others
POSITION NAME
Camo Pollution Control,lnc.
Max day
Max day
Sludge removal from plant:
a, amount
b. solid content
c. Volitile Solisd Content
d. Disoosal Site: Cappella Services Inc.
Other Solid Wastes:
a. Screeninas
b.GriI
c. Ashes
d.
e.
f.
10. Disoosal Site Roval Cartina
Digester Gas Wasted
6.60 oals.
Page 4 of 4
gals.
NUMBER FUll TIME
NUMBER PART TIME TOTAL HOURS
41.50
T
I hereby affirm under pena~y of perjury that information provided on this form is true to the best of mv knowledge and belief.
made herein are~ble.as a Class..A roisdeme~or pursuant to Sedion 210.45 of the Penal law.
(/J&JJ. I/J//(J/> A
// j, v __ YO' '-1/ { ----...
Signature of Chief Operator or Designated Facility RJjresentative
False statements
.1
" 1/7 2D II
Date
.
ENVIRONMENTAL LABWORKS~ INC.
PO Box 733
Marlboro, NY 12542
Phone 845-236-7823
Fax 845-236-3911
ELAP # 1 0824
October 18, 2011
P\C("l1C'!VJ;D OCT 2 0 ZOl1
.!'i1)i.>tIl...~ tJAo-d
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
Fleetwood STP received at the laboratory 10/12/11.
Date Collected:
Time Collected:
10/12/11
8:00am-1:00pm Composite,
Fecal 12:30pm
Camo - MY
Date Analyzed: 10/12/11 - Fecal 1:30pm NP
10/13/11 - BOD 11:20am NP
Sample ID: 10121131
Collected By:
Fecal Coliforms
LOCATION RESULTS METHOD
Influent 167 mg/L SM18, 5210 Winkler
Secondary #1 10.9 mg/L
Secondary #2 11.3 mg/L
Effluent <2.0 mg/L
Influent 116 mg/L SM18, 2540D
Secondary #1 7.5 mg/L
Secondary #2 9.0 mg/L
Effluent 13.5 mg/L
Effluent 6 CFU/100ml SM18, 9222D
PARAMETER
BOD 5 Day
Total 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.
Thank you,
A~ Falco
Laboratory Director
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