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<br /> LOG OF WELL MW-3
<br /> PROJECT EKHOUJ PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 150047 01
<br /> MM£NTS PAGE?OF
<br />' !WELL DEPTH PIU SAMPLE ID u S C DESCRIPTION
<br /> DETAIL (FT) (PPM) BLOWCOUNT LOG
<br /> - 6
<br /> 15
<br /> 16 SW
<br /> 42
<br />'
<br /> 44 41 5/45-45 5' CLAYEY SAND, 80% M-CRS, SA-SR, W GRDD SND M DNS 207 FNS, BRN NPO, HIST, N HCL REACTION, WEAK CEMENT-
<br /> SC ATION, HOMO
<br /> p 10
<br /> 45 23
<br /> 30CL 45 5-46 5/50' SANDY LEAN CLAY 35% FN-M PRLY GRDD SND, 65% FNS
<br /> M-H DRY STRNGTH, SLW DLTNCY, M TGHNSS, L-M PLST, HRD
<br /> GRY BRN, NPD; MST, N HCL REACTION, WEAK CEMENTATION,
<br /> 48 HOMO
<br />' 46 5/50-51/55' SILTY SAND, 607 FN, SA-SR, PRLY GRDD SND, V DNS, 407
<br /> 50 FNS L-M DRY STRNGTH, SLW-R DLTNCY, L-M TGHNSS, L-M
<br /> 125M PLST, ORNG BRN, NPO, MST. N HCL REACTION, WEAK
<br /> 0 50 FOR 55
<br /> - CEMENTATION, HOMO
<br /> sz /
<br />' l 51/55-56/60' SILTY SAND, 75% FN, SA-SR, PRLY GRDD SND, V DNS, 25%
<br /> FNS L-M DRY STRNGTH, SLW-R DLTNCY, L-M TGHNSS L-M
<br /> PLST, BRN, NPO, MST, N HCL REACTION, WEAK CEMENTATION,
<br /> 54 / HOMO
<br /> 12
<br /> 56 a4D SM
<br /> so FOR 5 s
<br /> 58 56/fi0-61/fi5' SANDY LEAN CLAY <35%. FN-M. SA-SR. W GRDD SND.
<br /> >65% FNS, L-M DRY STRNGTH, SLW-R DLTNCY, M TGHNSS
<br /> L PLST, HRD, M YLLW BRN, NPO, MST, WEAK-STRNG
<br /> _ HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 60 3 0 25
<br />' J 50 FOR 5 CL
<br /> 52
<br /> ` 61/65-662- SANDY LEAN CLAY, <35% FN-M, SA-SR, W GRDD SND,
<br />' —
<br /> 54 1 8 >657 FNS, L-11 DRY STRNGTH, SLW-R DLTNCY, M TGHNSS,
<br /> L PLST, HRD, M DRK YLLW-GRY BRN, NPO, MST, WEAK-
<br /> = EP-MW3-65' CL STRNG HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 18
<br /> fi6 50 FOR s
<br /> SM
<br /> 68 662-665/70 SILTY SAND, >75% FN-M, SA-SR, W GRDD SND, DNS-V
<br />' = DNS <25% FNS, M YLLW BRN, NPO, MST-WET, N HCL
<br /> REACTION, WEAK CEMENTATION, HOMO
<br /> 70 1 4 5
<br /> 17
<br />' = 9 SW
<br /> 72-
<br /> -
<br /> 2 to
<br /> 66 5/70-71 5/75' WELL GRADED SAND, >95% FN-M. SA-SR, W GRDD SND,
<br /> M ONS, <5% FNS, M YLLW BRN, NPO, WET. N HCL
<br />' = 74 REACTION, WEAK CEMENTATION, HOMO
<br /> 50 FOR 6
<br /> — 76 1 0
<br /> ML
<br /> 78
<br />' 71 5/75-81 5/85' SILT, <i07. FN-M, SA-SR. PRLY GRDD SND, >90% FNS, L
<br /> 807 22 12 DRY STRNGTH. R DLTNCY. L TGHNSS, L-M PLST, HRD, M
<br /> 18 YLLW BRN NPO, MST-WET, N HCL REACTION, WEAK
<br /> 44 CEMENTATION, HOMO
<br />' 82
<br />
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