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<br /> ®®�® LOG OF WELL MW-4
<br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 150047 01
<br /> MMENTS PAGE 2 OF__L_
<br /> ' WELL DEPTH PID SAMPLE ID USC DESCRIPTION
<br /> DETAIL (F7) (PPM) BLOWCOVNT LOC
<br /> 0 17SW 41-41 5/45 WELL GRADED SAND WITH CLAY, 857. FN-CRS, SA-SR W GRDD
<br /> 20 SND 5% FN SA-SR PRLY GRAD GRVL, V DNS 107. FNS DIRK
<br /> 38
<br /> a2 s�-SC ORNG BRN, NPO, MST, W NCL REACTION. W CEMENTATION, HOMO
<br /> '
<br /> —44-
<br /> 41 5/45-45 7' CLAYEY SAND 80% FN-M SA-SR W GROD GRVL, LS 207, FNS
<br /> ' 0 SC-SM DIRK YLLW BRN, NPO, FEST, N HCL REACTION, WEAK CEMENTATION,
<br /> HOMO
<br /> 7
<br /> 46 7
<br /> 22
<br />' - 48 45 7-50 2 SILTY SAND, 657 FN-M, SA-SR, W GRDD SND, DNS, 357 FNS,
<br /> 5M L-M DRY STRNGTH, SLW-R DLTNCY, )A-H TGHNSS, L-M PLST,
<br /> STIFF, DRK YLLW BRN, NPO; MST, N HCL REACTION, WEAK
<br /> CEMENTATION, HOMO
<br /> 50 0
<br /> 15
<br /> 23
<br /> 25 50 2-55 2' POORLY GRADED SAND >95% FN-W SA-SR, PRLY GRDD
<br /> 52 SND, DNS, <5% FNS, M YLLW BRN, NPO, MST, N HCL
<br />' SP REACTION, WEAK CEMENTATION, HOMO
<br /> 54-
<br /> 0
<br />' 22 55 2-56 2' ELASTIC SILT, <5% FN, SA-SR SND >957 FNS M-H DRY
<br /> 56 38 MH
<br /> 49 STRNGTH, SLW-R DLTNCY, L TGHNSS L-M PLST GRY BRN-
<br /> M DRK RD BRN, NPO, MST, N HCL REACTION, M CEMENTATION,
<br /> HOMO
<br /> 58
<br /> 56 2-65 3 CLAYEY SAND, 657 FN-M, SA-SR, W GRDD SND 357 FNS,
<br /> M-H DRY STRNGTH, N-SLW DLTNCY, L-M TGHNSS, L PLST,
<br /> 60 0 9 NPO DRY WEAK HCL REACTION M CEMENTATION, HOMO
<br />' 35 SC/SM
<br /> 50 FOR 4 5"
<br /> b2
<br /> 64
<br /> 0 EP-MW4-65 5'
<br /> _ 36
<br /> 6b So FOR S S71' SC
<br /> 68
<br />' = 70 0
<br /> 38 65 3-66 3' CLAYEY SAND, 807 FN-M, SA-SR, W GRDD SND, V DNS, <Z07
<br /> 50 FOR C FNS M DRK YLLW BRN, NPO, DRY-MST, N-WEAK HCL REACTION
<br /> 72 MH WEAK CEMENTATION, HOMO
<br /> 74
<br />' 0 43
<br /> 75 SO FOR 3 5
<br /> 78 66.3-76 5/80 SANDY ELASTIC SILT, 35% FN-M, SA-SR, W GRDD SND, 657.
<br /> FNS M-H DRY STRNGTH, SLW-R DLTNCY L-M TGHNSS, L-M
<br /> PLST, HRD, M YLLW BRN, NPO DRY-MST, N HCL REACTION,
<br /> 80 0 WEAK CEMENTATION, HOMO
<br /> — 41 MH
<br /> 5O FOR 5"
<br />' —
<br /> 82
<br />
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