TE-QQQ Sewage Treatment Monthly Log.xlsx

XLSX spreadsheet 63 KB Posted

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Base Operation Support Services for Dugway Proving Grounds, UT
Solicitation number
W911S6-16-R-0002
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TE-QQQ Sewage Treatment Monthly Log

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W911S6-16-R-00024/7/16TECHNICAL EXHIBIT QQQ
FACILITIES ENGINEERING OPERATING LOGINSTALLATIONDugway Proving Ground, UtahMONTHMONTH & YEARPAGE 1 of 5
TE QQQ (Sewage - Supplementary)
For use of this form, see AR 420-46; the proponentPLANTSewage Treatment Facility
agency is the Office of the Chief of Engineers.
DATEDAY OF WEEKANALYTICAL RESULTSFLOW RAS MGDFLOW WAS GPDFINAL EFFLUENT E-COLI/100MLFINAL EFFLUENT NTU'sAVERAGE PERCENT REMOVAL
RAS/WAS T.S.SB.O.D. (5-Day), ppmSUSPENDED SOLIDS, ppm
UNITB.O.DT.S.S.
RAW INFLUENTCLARIFIER EFFLUENTSAND FILTER EFFLUENTFINAL EFFLUENTRAW INFLUENTCLARIFIER EFFLUENTSAND FILTER EFFLUENTFINAL EFFLUENT
SECONDARY TREATMENTERROR:#DIV/0!ERROR:#DIV/0!
TOTALERROR:#DIV/0!ERROR:#DIV/0!
1MONTHLY STP MASS BALANCE IN POUNDS
2INFLUENTEFFLUENT
3B.O.D.T.S.SB.O.D.T.S.S
4ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
5
6% REMOVAL IN POUNDS
7B.O.DT.S.S
8ERROR:#DIV/0!ERROR:#DIV/0!
9
10MONTHLY DIGESTER ANALYSIS
11DATENO. 1NO. 2NO. 3
12D.OpHSOL %VOL %D.OpHSOL %VOL %D.O.pHSOL %VOL %
13
14
15
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24WEEKLY STREAM ANALYSIS
25DATE1. ABOVE OUTFALL 0.1 MILES2. BELOW OUTFALL 0.1 MILES
26D.OB.O.D.D.O.B.O.D.
27
28
29
30
TOTAL00000000000000REMARKS:
MAXIMUM00000000000000
MINIMUM00000000000000
AVERAGEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
SEE REVERSE SIDE FOR INSTRUCTIONSPREPARED BYDATEAPPROVED BYDATEPOST ENGINEERDATE
W911S6-16-R-00024/7/16TECHNICAL EXHIBIT QQQ
FACILITIES ENGINEERING OPERATING LOGINSTALLATIONDugway Proving Ground, UtahMONTHMONTH & YEARPAGE 2 of 5
TE QQQ (Sewage - Supplementary)
For use of this form, see AR 420-46; the proponentPLANTSewage Treatment Facility
agency is the Office of the Chief of Engineers.
DATEDAY OF WEEKANALYTICAL RESULTSSEWAGE TREATMENT FLOW MGD
MORNING PARAMETERS, ppmOXIDATION DITCHOIL & GREASESETTLING SOLIDSRAS / WAS %FILTER BELT PRESSHeadworks Influent FlowE.Q. BasinFinal Outfall
pH INFLUENTpH EFFLUENTD.O. INFLUENTD.O. EFFLUENTTEMP*C INFLUENTTEMP*C EFFLUENTpHD.O.MLSSMLVSSS.T.P. INFLUENTS.T.P. EFFLUENTVISUAL SHEEN YES/NOINFLUENT ML/LITEREFFLUENT ML/LITERSLUDGE SOLIDS %VOLATILE SOLIDS %DIGESTER TO FILTER PRESS % SOLIDS% SOLIDS BELT CAKESLUDGE TO FILTER PRESSSLUDGE TO DRYING BED
MAXIMUMMINIMUMAVERAGEAVERAGETOTAL TREATED
1
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TOTAL0.000.000.000.000.00.00.000.0000000000.00000.000000000.00.00.000.000.00
MAXIMUM0.000.000.000.000.00.00.000.0000000000.00000.000000000.00.000.000.00
MINIMUM0.000.000.000.000.00.00.000.0000000000.00000.000000000.00.000.000.00
AVERAGEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
SEE REVERSE SIDE FOR INSTRUCTIONSPREPARED BYDATEAPPROVED BYDATEPOST ENGINEERDATE
W911S6-16-R-00024/7/16TECHNICAL EXHIBIT QQQ
FACILITIES ENGINEERING OPERATING LOGINSTALLATIONDugway Proving Ground, UtahMONTHMONTH & YEARPAGE 3 of 5
TE QQQ (Sewage - Supplementary)
For use of this form, see AR 420-46; the proponentPLANTSewage Treatment Facility
agency is the Office of the Chief of Engineers.
DATEDAY OF WEEKANALYTICAL RESULTSTOTAL BY-PASSEDBIO POND #2 TO S.T.P. X1000WEATHER
B.O.D. (5-Day), ppmC.O.D.,ppmpHTEMP. *CD.O.T.S.S.OIL & GREASEHIGH AIR TEMP. °FLOW AIR TEMP. °FPRECIP IN INCHES
F.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENTF.O.S. BLDG. INFLUENTBIO POND #2 EFFLUENT
1
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11
12
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TOTAL0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
MAXIMUM0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
MINIMUM0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00
AVERAGEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
SEE REVERSE SIDE FOR INSTRUCTIONSPREPARED BYDATEAPPROVED BYDATEPOST ENGINEERDATE
W911S6-16-R-00024/7/16TECHNICAL EXHIBIT QQQ
FACILITIES ENGINEERING OPERATING LOGINSTALLATIONDugway Proving Ground, UtahMONTHMONTH & YEARPAGE 4 of 5
TE QQQ (Sewage - Supplementary)
For use of this form, see AR 420-46; the proponentPLANTSewage Treatment Facility
agency is the Office of the Chief of Engineers.
DATEDAY OF WEEKANALYTICAL RESULTSREMARKS:
DITCH UPSTREAMFINAL EFFLUENT GRAB SAMPLEEFFLUENT COMPOSITE
pHTEMP. *CD.O.NITRITENITRATEAMMONIAAMMONIA NON-IONpHTEMP. *CD.O.NITRITENITRATEAMMONIAAMMONIA NON-IONNITRITENITRATEAMMONIA
10.00000.0000
20.00000.0000
30.00000.0000
40.00000.0000
50.00000.0000
60.00000.0000
70.00000.0000
80.00000.0000
90.00000.0000
100.00000.0000
110.00000.0000
120.00000.0000
130.00000.0000
140.00000.0000
150.00000.0000
160.00000.0000
170.00000.0000
180.00000.0000
190.00000.0000
200.00000.0000
210.00000.0000
220.00000.0000
230.00000.0000
240.00000.0000
250.00000.0000
260.00000.0000
270.00000.0000
280.00000.0000
290.00000.0000
300.00000.0000
0.00000.0000
TOTAL0.000.00.000.0000.00.000.00000.000.00.000.0000.00.000.00000.0000.00.00
MAXIMUM0.000.00.000.0000.00.000.00000.000.00.000.0000.00.000.00000.0000.00.00
MINIMUM0.000.00.000.0000.00.000.00000.000.00.000.0000.00.000.00000.0000.00.00
AVERAGEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
SEE REVERSE SIDE FOR INSTRUCTIONSPREPARED BYDATEAPPROVED BYDATEPOST ENGINEERDATE
W911S6-16-R-00024/7/16TECHNICAL EXHIBIT QQQ
FACILITIES ENGINEERING OPERATING LOGINSTALLATIONDugway Proving Ground, UtahMONTHMONTH & YEARPAGE 5 of 5
TE QQQ (Sewage - Supplementary)
For use of this form, see AR 420-46; the proponentPLANTSewage Treatment Facility
agency is the Office of the Chief of Engineers.
DATEDAY OF WEEKANALYTICAL RESULTSREMARKS:
English Village LagoonDitto LagoonBaker Lagoon
pHTEMP. *CD.O.T.S.SOIL & GREASEC.O.DE-COLI /100MLpHTEMP. *CD.O.T.S.SOIL & GREASEC.O.DE-COLI /100MLpHTEMP. *CD.O.T.S.SOIL & GREASEC.O.DE-COLI /100ML
10.0000
20.0000
30.0000
40.0000
50.0000
60.0000
70.0000
80.0000
90.0000
100.0000
110.0000
120.0000
130.0000
140.0000
150.0000
160.0000
170.0000
180.0000
190.0000
200.0000
210.0000
220.0000
230.0000
240.0000
250.0000
260.0000
270.0000
280.0000
290.0000
300.0000
TOTAL0000000.00000.000.00.000.0000.00.000.000.000.00.000.0000.00.000.00
MAXIMUM0000000.00000.000.00.000.0000.00.000.000.000.00.000.0000.00.000.00
MINIMUM0000000.00000.000.00.000.0000.00.000.000.000.00.000.0000.00.000.00
AVERAGEERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!
SEE REVERSE SIDE FOR INSTRUCTIONSPREPARED BYDATEAPPROVED BYDATEPOST ENGINEERDATE

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