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®� LOG OF WELL MW-2
<br /> PROJECT EKHOLM PROPERTY LOGATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 150047 01
<br /> COMMENTS PAGE:2 OF 3
<br /> WELL DEPTH PID SAMPLE ID U S C
<br /> DETAIL (FT) (PPM) BLOWCOUNT LOG DESCRIPTION
<br /> 77 _77 25
<br /> '
<br /> 0 31 SW 365/40-415/45 WELL GRADED SAND 85% M-CRS SA-SR, W GRDD SND 10%27 GRVL V DNS, 5% FNS, LT ORNG BRN NPO MST, N HCL
<br /> 42 REACTION, WEAK CEMENTATION, HOMO
<br /> 44 41 5/45-46 5/50 SANDY FLASTIC SILT 40% M SND, 60% FNS L DRY
<br /> STRNGTH, SLW DLTNCY, M TGHNSS, L PLST, HRD, TAN, NPO,
<br /> MST N HCL REACTION WEAK CEMENTATION, HOMO
<br /> 10 MH
<br /> 46 0 28
<br /> 40
<br /> ' 48
<br /> 465/50-50 5 CLAYEY SAND 80% FN-CRS SA-SR W GRDD SND, 5% CRS
<br /> GRVL, 15% FNS, LT BRN, NPO, MST, N HCL REACTION, WEAK
<br /> ' CEMENTATION, HOMO, COBBLES
<br /> 50 SC
<br /> 10
<br /> 0 25
<br /> t = _ 52
<br /> 505-61/65 ELASTIC SILT 15-24% FN-M SA-SR SND 80-85% FNS
<br /> L-M DRY STRNGTH, SLW DLTNCY, L-M TGHNSS, L-M PLST,
<br /> 54 V STIFF, HRD, LT BRN-GRY BRN, NPO, MST, N HCL REACTION,
<br /> ' WEAK CEMENTATION HOMO
<br /> 5
<br /> 56 0 12
<br /> 23 MH
<br /> _ 58 i
<br /> 1 60 21
<br /> 0 50
<br /> 62 61/65-66/70' SILTY SAND, 70% FN, SA-SR, PRLY GRDD SND, 30% FNS,
<br /> V DNS, GRY BRN, NPO, MST, N HCL REACTION, WEAK
<br /> ' CEMENTATION HOMO
<br /> 64
<br /> EPMW2-65 5'
<br /> ' = 26
<br /> 66 0 50 SM
<br /> ' = 68 66/70-70 5 POORLY GRADED SAND, 100% M, SA-SR PRLY GRDD SND,
<br /> DNS TAN NPO MST N HCL REACTION WEAK CEMENTATION
<br /> HOMO
<br /> 17
<br /> 70 17 SP
<br /> ' = 0 18 70 5-71 5/75' CLAYEY SAND 60% FN SA-SR PRLY GRDD SND DNS
<br /> 21 40% FNS, TAN, NPO MST, N HCL REACTION, WEAK CEMENT-
<br /> 72 SC ATION, HOMO
<br /> ' = 74 71 5/75-76/80' ELASTIC SILT 10% FN, SA-SR SND, 90% FNS, L DRY
<br /> STRNGTH SLW DLTNCY L TGHNSS M PLST HRD GRY BRN,
<br /> = 21 NPO MST, N HCL REACTION WEAK CEMENTATION HOMO
<br /> 76 0 50 MH
<br /> 76/80-81 5/85' SILTY SAND, 70% FN, SA-SR, PRLY GRDD SND DNS, 30%
<br /> 78 FNS YLLW BRN, NPO MST, N HCL REACTION WEAK
<br /> CEMENT-ATION HOMO
<br /> 80 10 SM
<br /> = 0 21
<br /> ' - 26
<br /> 82
<br />
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