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i <br /> _ LOG OF WELL VW-3 <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE, ESCALON CA PROJECT NO 150047 01 <br /> ' COMMENTS PAGE?OF? <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br /> 6 36 5/40-415/45 WELL GRADED SAND WITH CLAY AND GRAVEL >75% FN-CRS <br /> 3 +1 SW SA-SR, W GRDD SND 15% FN-CRS SA-SR W GRDD GRVL <br /> SC/SM <10% FNS, M YLLW BRN N-SL PO, MST N-WEAK HCL <br /> _ 42 REACTION WEAK CEMENTATION, HOMO <br /> 415/45-46 5/50 SILTY CLAY <5% FN SA-SR PRLY GRDD SND SND, >95% <br /> _ 44 FNS M-H DRY STRNGTH N-SLW DLTNCY M-H TGHNSS L- <br /> M PLST HRD DRK GRY/GRN BRN N-SL PO MST, N HCL <br /> EP-VW3-45 5'7- REACTION, WEAK CEMENTATION HOMO FeOx <br /> a <br /> 46 3 21 CL/MH <br /> 21 <br /> ILY <br /> 48 <br /> 465/50-51, POORGRDDLSND AMED SAND DNS, 0%ITH FNSSIDRK9GRY/GRN BRN,SA-SR, <br /> R <br /> N-SLPO, <br /> ' MST, N HCL REACTION WEAK CEMENTATION HOMO <br /> 50g SP-SM <br /> 0 17 51-51 5' SILTY CLAY, <5% FN-M, SA-SR, PRLY GRDD SND, >9S% FNS, <br /> 29 CL MH M-H DRY STRNGTH, N DLTNCY, M-H PLST, HRD, DRK GRY <br /> 52 BRIM, NPO MST, N-WEAK HCL REACTION WEAK CEMENTATION, <br /> HOMO <br /> 54 <br /> ANN// r A Sly h t <br /> ' Cl R F !a yv <br /> 60 Af. <br /> No. ar } <br /> `f <br /> 62 � e Cil <br /> 64 " <br /> a <br /> 66 <br /> ' 68 <br /> 70 <br /> 72 <br /> ' _74- <br /> 76 <br /> 78 <br /> 80 <br /> 82 <br />