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ANFAMALArt LOO OF WELL VW-3 <br /> OJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE, ESCALON CA PROJECT NO 150047 01 <br />' COMMENTS PAGE 2 OF 2 <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOG <br />' 6 36 5/40-41 5/45 WELL GRADED SAND WITH CLAY AND GRAVEL, X75% FN-CRS <br /> 11 Syr 36 <br /> W GRDD SND 15% FN-CRS SA-SR, W GRDD GRVL, <br /> 17 SC/SM <tO% FNS, M YLLW BRN N--SL P0, 1157, N-WEAK HCL <br /> 42 REACTION, WEAK CEMENTATION, HOMO <br />' 41 5/45-46 5/50' SILTY CLAY, <57. 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 P0, MST, N HCL <br /> EP-VW3-45 517 REACTION, WEAK CEMENTATION, HOMO, F•Ox <br /> 8 <br /> 46 3 14 CL/MH <br /> 21 <br /> 48 46 5/50-51, POORLY GRADED SAND WITH SILT, 90% FN-M, SA-SR, PRLY <br /> GRAD SND M DNS, 10% FNS, DRK GRY/GRN BRN, N-SL PO <br />' MST, N NCL REACTION, WEAK CEMENTATION HOMO <br /> 5O 8LW <br /> 0 29M 51-51 5' SILTY CLAY, <5% FN-M, SA-SR, PRLY GRDD SND, X95% FNS, <br /> M-H DRY STRNGTH N DLTNCY, M-H PLST, HRD, DRK GRY <br /> 52 SRN NPO, MST, N-WEAK HCL REACTION, WEAK CEMENTATION, <br /> HOMO <br />' 54- <br /> 56- <br /> 7 <br /> 58 r� ., <br /> �- <br /> f C� \>> <br /> 60- GREG <br /> N4. 5:33 <br /> 62 \ ' <br />' 66- <br /> 68- <br /> -70 <br /> 6 6870 <br />' 72 <br />' 74 <br /> 76- <br /> -78 <br /> 80 <br />' 82 <br />