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' WATE
<br /> R W4RK
<br /> WELLIBORING LOG
<br /> PROJECT TELIC/KNIIWLES ._ LOCATION 1240 w HaMMAR LANE, STOCKTdN PROJECT NO _20223_I
<br /> WELL/BORING NO. SHi NOTES
<br /> WELL DEPTH Pin SAMPLE It! USG
<br /> DETAIL (FT) (pPM) BLC[WCCUNI LDG SOIL DESCRIPTION
<br /> ' 32-33 5' SLTY ELASTIC SLT, APPROX 107 VF-F, PRLY GRDD SND, APPROX 90/
<br /> FNS, L-M DRY STRNGTH, SL-R DLTNCY M TGHNSS. M PLST, M
<br /> 42 12 RGRRSTN GRN V STIFF, V HPO, MST, BLKY S HOMO BLK STAINING, BON/
<br /> 44 .11 335-35 SLTY W/SND, APPROX IS/ VF-F, PRLY GRDD SND, APPROX B5%.FNS,
<br /> :1 L-M DRY STRNGTH, SL-R DLTNCY, L TGHNSS, L PLST, M IZRGANICS.
<br /> V HPO, BLKY 6 HOMO, GRN-GRY CLY MOTTLING, BLK STAININGS, BRN
<br /> 46 RUST GRN-GRY
<br /> 35-365' SLT <10% VF, PRLY GRDD SND >90,i FNS. M DRY STRNGTH. SL
<br /> ' 4S CLYDLTNSTREAK$HNSS, M PLST, V STIFF, HPE, MST, HOMO, WHITE
<br /> 50 36 5-38' SLT V/SND, I0-20.4 VF, PRLY GRDD SND, 80-907 FNS, M DRY
<br /> STRNGTH, SL DLTNCY. M TGHNSS, H PLST. V STIFF, HPO, MST,
<br /> '
<br /> HONG, BLACK NLIDUL= M SND SIZE, VMITE CLY STREAKS, BRN S2 38-395' SLT V/SNA 20% VF, PRLY GRDD SND, 807 FNS, M DRY STRNGTH.
<br /> SL DLTNCY, M TGHNSS, M PLST, V STIFF, HPE, MST, HOMO, WHITE
<br /> 54 STREAKS. BRN
<br /> ' 395-40' PRLY GRDD SND W/FN, 70-80/. VF-F. PRLY GRDD SND. 20-306
<br /> 56 M DRY STRNGTH, R DLTNCY M DNS, HP[, MST, HOM❑, STREAKS
<br /> OF WHITE CLY, BRN
<br /> 40-4L5' ELASTIC SLT, <I0% VF, PRLY GRDD SND, >9DA FNS, M DRY STRNGTK
<br /> 58 SL-R DLTNCY, M TGHNSS. M-H PLST, STIFF, HPE, MST, HOMO. WHITE
<br /> ' CLY STREAKS; BRN
<br /> 60 4L$-43' ELASTIC SLT-LN CLY, <10K VF, PRLY GRDD, OCC VF PRLY GRDD
<br /> GRVL, >90A FNS, M DRY STRNGTH, SL DLTNCY, M TGHNSS. M-H
<br /> 62 PLST, V STIFF. MST, HOMO, WHITE CLY STREAKS. BRN
<br /> 43-4451 LN CLY, <5Z VF SNLL OCC VF GRVL >95X FNS, M DRY STRNGTH,
<br /> N-S:L DLTNCY, M TGHNSS, M-H PLST, V STIFF, HPO, MST, HOMO,
<br /> 64 MN STADK BRN
<br /> ' bb
<br /> G8
<br /> ' 70
<br /> 78
<br /> ' 74
<br /> _7b
<br /> ' 78
<br /> ' 80
<br /> $2
<br /> ' 84
<br /> 86
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<br /> 90
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