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®® LOG OF WELL MW-4 PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE, ESCALON CA PROJECT NO 15004701 COMMENTS PAGE?OF 3 ' WELL DEPTH PED SAMPLE ID U S C DETAIL (FT ) (PPM) BLOWCOUNT LOG DESCRIPTION 0 17 $W 41-41 5/45 WELL GRADED SAND WITH CLAY 85% FN-CRS SA-SR, W GRDD 20 SND 5% FN, SA-SR, PRLY GRDD GRVL V DNS 10% FNS DRK ' - 38 ORNG BRN. NPO, MST, W HCL REACTION, W CEMENTATION, HOMO 42 Sw-SC ' - __44- 41 5/45-45 7' CLAYEY SAND 807 FN-M SA-SR W GRDD GRVL LS, 20% FNS 0 5C-SM DRK YLLW BRN NPO MST N HCL REACTION WEAK CEMENTATION 7 HOMO 46 7 22 ' 48 SM 457-50 2' LILMYDRYNSTRN STRNGTH W-RA DLTNCY M-H TGHNSS L-MSS PLST STIFF DRK YLLW BRN NPO MST N HCL REACTION WEAK CEMENTATION, HOMO ' 50 0 15 23 25 50 2-55 2' POORLY GRADED SAND >45% FN-M SA-SR, PRLY GRDD 52 SND, DNS, <5% FNS, M YLLW BRN NPO, MST, N HCL SP REACTION WEAK CEMENTATION HOMO 54 ' 0 22 55 2-56 2' ELASTIC SILT, <57, FN SA-SR SND >95% FNS, M-H DRY 56 38 MH STRNGTH S W-R DLTNCY L TGHNSS L-M PLST GRY BRN- 49 M DRK RD BRN NPO, MST, N HCL REACTION, M CEMENTATION HOMO 58 56 2-65 3 CLAYEY SAND 65% FN-M, SA-SR, W GRDD SND 35% FNS M-H DRY STRNGTH, N-SLW DLTNCY L-M TGHNSS, L PLST, 60 09' 35 SC/SM NPO DRY WEAK HCL REACTION M CEMENTATION HOMO 50 FOR 4 5 62 ' 64- 0 EP-MW4-65 5' 36 - ' = 66 50 FOR 5 5 SC 68 ' 70 0 17 38 653-66 3 CLAYEY SAND, 80% FN-M, SA-SR, W GRDD SND V DNS, <20% ' = 50 FOR 4 FNS M DRK YLLW SRN NPO, DRY-MST, N-WEAK HCL REACTION 72 MH WEAK CEMENTATION HOMO ' = -74- 0 _ 43 76 50 FOR 3 5 78 66 3-76 5/80' SANDY ELASTIC SILT 35% FN-M, SA-SR W GRDD SND, 65�7 FNS M-H DRY STRNGTH SLW-R DLTNCY L-M TGHNSS L-M ' PLST, HRD, M YLLW BRN, NPO DRY--MST, N HCL REACTION, 80 0 WEAK CEMENTATION HOMO _ 41 MH 50 FOR 5 82