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11
<br /> MCSMA LOG OF WELL MW-2
<br /> OJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO. 150047 01
<br /> MENTS PAGE 2 OF 3
<br /> ' WELL DEPTH PID SAMPLE ID U S C DESCRIPTION
<br /> DETAIL (FT) (PPM) BLOWCDUNT LOG
<br /> 25
<br /> 0 31 SW 36 5/40-41 5/45' WELL GRADED SAND, 85% M-CRS, SA-SR. W GRDD SND, 10%
<br /> 27 GRVL. V DNS, 57. FNS, LT ORNG BRN. NPO, MST, N NCL
<br /> 42 REACTION, WEAK CEMENTATION, HOMO
<br /> 44 41.5/45-46 5/50' SANDY ELASTIC SILT 40% M SND, 60% FNS L DRY
<br />' f - STRNGTH, SLW DLTNCY. M TGHNSS, L PLST, HRD, TAN, NPO,
<br /> MST N HCL REACTION, WEAK CEMENTATION HOMO
<br /> 10 MH
<br /> 4fi 0 28
<br /> 40
<br /> 48-
<br /> 46 5/50-50 5' CLAYEY SAND, 80% FN-CRS SA-SR. W GRDD SND; 5% CRS,
<br /> GRVL, 15% FNS, LT BRN, NPO; MST, N NCL REACTION, WEAK
<br /> CEMENTATION, HOMO, COBBLES
<br />' - 50 Zsc
<br /> 6
<br /> a 10
<br /> x5
<br /> 52
<br />' 50 5-61/65' ELASTtC SILT 15-20% FN-M, SA-SR SND; 80-85% FMS,
<br /> L-M DRY STRNGTH, SLW OLTNCY, L-)A TGHNSS; L-M PLST,
<br /> 54 V STIFF HRD, LT BRN-GRY BRN, NPO. MST, N HCL REACTION
<br /> ` WEAK CEMENTATION, HOMO
<br />' 56 0 12
<br /> 23 MH
<br /> 58
<br />' SD 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 /> 6b 0 50 Su
<br />' 68 66/70-705' POORLY GRADED SAND, 1007. M, SA-SR, PRLY GRDD SND,
<br /> DNS. TAN, NPO MST, N HCL REACTION, WEAK CEMENTATION
<br /> HOMO
<br /> 70 17 SP
<br />' 0 1870 5-71 5/75' CLAYEY SAND, 60% FN, SA-SR, PRLY GRDD SND. DNS.
<br /> 21 4D% FNS, TAN, NPO, MST. N HCL REACTION, WEAK CEMENT-
<br /> 72 Sc ATION, HOMO
<br />' 74 71 5/75-76/80' ELASTIC SILT, 107 FN, SA-SR SND, 907. 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-B1 5/B5' SILTY SAND, 707 FN, SA-SR. PRLY GRDD SND, ANS, 30%
<br /> 78 FNS. YLLW BRN, NPO, MST. N HCL REACTION WEAK CEMENT-
<br /> ATION HOMO
<br /> 80
<br /> —_ 0 10 SM
<br /> 21
<br />' 26
<br /> 82
<br />
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