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K. E. Stewart, Krummrich Plant August 31, 1971
hPC SEWER LOSSES
Messrs. W. C. Engman P. E. Heisler
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TO Mr. A. E. Leisy
PCP losses as measured from the plant and at the treatment plant have been as follows this year.
Combined 24" fc 30" Plant Exit
Sewers
Treatment
. Plant Influent
Treatment Plant Effluent
January Pebruary March April May June
July August (thru
25th)
44 #/day 29 34
29 20 15
18 13
84 K/day 50 25
76 68 77 20 32
49 #/day 12 9 24 22 36
8 12
Losses as measured at the plant exit sewers continue to decrease slightly. Losses at the treatment plant effluent appear to be leveling and are above the plant goal of 2 4/day.
There is a discrepancy in the difference between the plant exit sewers and the treatment plant influent. These two values should be about the same. We have not found major amounts of PCb's in the flows external to the plant that combine with the plant sewer before entering the treatment plant.
Also, measurements at the department average less than 1 #/day. This is far below values from the plant or at the treatment plant.
ur immediate plans are to:
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Obtain additional samples from an adjacent (3B) sampling spot in the 24" sewer to cross-check routine samples obtained at (2A).
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Mr. A. E. I.elfiy PCR Sewer l.osses ' ............... ... .......... '
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' Page 2 WGK 8/31771
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Obtain grab samples at treatment plant and possibly other locations to compare with routine samples in effort to cross-check existing sampling procedure.
3' Install additional sampler at point where
{jyiJilkL ^/zj-udepartment losses are measured (42). Will
be a shift sampler and will check only for
presence of two phases. Will not analyze. Sample tube to extend to bottom of sewer box.
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Intent is to detect slug flows from the de
partment.
cljf) R{t*jFA{.rr6fY{,i' Compare analyses before and after blowing of
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sewer lines (mercury project) to note possible
' removal of PCB's from sewer system.
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Complete research work related to analysis of PCB's in sewer streams. Resolve quantita tive method based on peaks or area under G1C curves.
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