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' �� J� ® APi LOQ OF WELL MW-2 PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO_ 150047 01 COMMENTS PAGE 2 OF__2__ WELL DEPTH PID SAMPLE ID U S C DETAIL (FT) (PPM) BLOWCOUNT LOG DESCRIPTION 25 0 31syy 36 5/4o-41.5/45' WELL GRADED SAND: 85% M-CRS, SA-SR. W GRDD SND 107. 27 GRVL: V DNS, 5% FNS. LT ORNG BRN, NPO; MST; H HCL ' 42 REACTION. WEAK CEMENTATION; HOMO 44 41.5/45-46 5/50' SANDY ELASTIC SILT.• 4Ox M SND. 60% FNS; L DRY STRNGTH. SLW DLTNCY. M TGHNSS. L PLST. HMD; TAN; NPO; ' MST. N HCL REACTION WEAK CEMENTATION. HOMO 10 MH 46 0 28 40 ' 48 46 5/50-50 5' CLAYEY SAND; 80% FN-CRS. SA-SR. W GRDD SND: 3X CRS. GRVL; 15% FNS; LT BRN; NPO; MST; N HCL REACTION; WEAK CEMENTATION, HOMO; COBBLES ' 50-1SC 6 0 10 25 52 ' SOS-61/ss. ELASTIC SILT 15-20% FN-M. SA-SR SND- 80-85X FNS, L-M DRY STRNGTH: SLW DLTNCY, L-M TGHNSS; L M PLST 54 V STIFF; HRD; LT BRN-GRY BRN, NPO, MST, N HCL REACTION. WEAK CEMENTATION; HOMO ' _ 5 S6 0 12 23 MH . 58— _60- 21 ' 0 50 6261/65-66/70' SILTY SAND; 70% FN. SA—SR. PRLY GRDD SND. 30% FHS; V DNS; CRY BRN, NPO; MST; N HCL REACTION; WEAK ' CEMENTATION; HOMO 64 _ EPYW2-65.5' 26 ' = 166- 0 50 SM 6$ 66/70-70.5' POORLY GRADED SAND; 100% U. SA-SR. PRLY CROD SND; ' — DNS, TAN. NPO. MST: N HCL REACTION, WEAK CEMENTATION; HOMO 70 t7 SP 0 28 70 5-71 5/75' CLAYEY SAND; 60% FN. SA-SR. PRLY GRDD SND; DNS: ' Sc 407. FNS, TAN, NPO; MST; N HCL REACTION, WEAK CEMENT- 72 ATION. HOMO 74 71 5/75-76/80' ELASTIC SILT, 10% FN, SA-SR SND, 90% FNS, L 1)RY STRNGTH. SLW DLTNCY; L TGHNSS. M PLST: HRD, GRY BRN; 21 F NPO, MST. N HCL REACTION, WEAK CEMENTATION; HOMO 78 0 50 MH ' — 76/80-81.5/85' SILTY SAND, 70% FN, SA-SR, PRLY GRDD SND. ONS; 30% 78FNS. YLLW BRN- NPO. MST. N HCL REACTION: WEAK CEMENT-ATION. HOMO BO f0 SM 0 21 _ 26 ' 82