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®� LOG OF WELL MW-3
<br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 15004701
<br /> COMMENTS PAGE 2 OF 3
<br /> ' WELL DEPTH PID SAMPLE ID U S C DESCRIPTION
<br /> DETAIL (FT (PPM) BLOWCOUNT LOG
<br /> - 6
<br /> 15
<br /> ' 16 5W
<br /> 42
<br /> 44 41 5/45-45 5' CLAYEY SAND 80% M-CRS SA-SR W GRDD SND M DNS
<br /> 20% FNS BRN NPO, MST, N NCL REACTION WEAK CEMENT-
<br /> S_ ATION, HOMO
<br /> 0 10
<br /> 46 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, NPO, MST, N HCL REACTION, WEAK CEMENTATION,
<br /> 48 HOMO
<br /> ' 46 5/50-51/55 SILTY SAND, 60% FN, SA-SR PRLY GRDD SND V DNS 40%
<br /> 50 FNS L-M DRY STRNGTH SLW-R DLTNCY L-M TGHNSS L-M
<br /> 12 SM PLST, ORNG BRN, NPO, MST, N HCL REACTION, WEAK
<br /> 0 50 FOR 5 5" CEMENTATION, HOMO
<br /> ' S2 /
<br /> / 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 /> 40 5M
<br /> 56 0 50 FOR 55
<br /> 58 56/60-61/65' SANDY LEAN CLAY <35% FN-M SA-SR W GRDD $NO
<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 /> 50 FOR 5 CL
<br /> -62-
<br /> 61/65-66
<br /> 261/65-662 SANDY LEAN CLAY, <35% FN-M, SA-SR, W GRDD SND,
<br /> >65% FNS, L-M DRY STRNGTH SLW-R DLTNCY M TGHNSS,
<br /> 64 1 8 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 /> 66 50 FOR 6
<br /> 5M
<br /> ' 68 66 2-66 5/70 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 /> 17
<br /> 70 1 4 5
<br /> t = 9 5w
<br /> 10
<br /> 72
<br /> 66 5/70-715/75' WELL GRADED SAND >957. FN-M SA-SR W GRDD SND
<br /> ' M DNS <57 FNS, M YLLW BRN, NPO, WET, N HCL
<br /> 74 REACTION, WEAK CEMENTATION, HOMO
<br /> 50 FOR 6
<br /> - 76 7 0
<br /> ML
<br /> 1 - 78
<br /> ' = 71 5/75-81 5/85' SILT <10% FN-M, SA-SR, PRLY GRDD SND, >90% FNS, L
<br /> _80- 2 2 2 DRY STRNGTH, R DLTNCY, L TGHNSS, L-M PLST, HRD, M
<br /> 1s YLLW BRN NPO MST-WET N HCL REACTION WEAK
<br /> t 44 CEMENTATION, HOMO
<br /> 82
<br />
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