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LOC OF WELL NW-3 <br /> PROJECT EKHOLM PROPERTY LOCATION . 1702 JACKSON AVENUE, ESCALON CA PROJECT NO 150047 01 <br /> COMMENTS PAGE 2 OF-!- <br /> WELL <br /> F?WELL DEPTH p1D SAMPLE 10 U.S.C. DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNT LOC <br /> ' 3 i 1 36.5/40-41.5/45' WELL GRADED SAND WITH CLAY AND GRAVEL; >75% FN—CRS <br /> 17 5VI1 SA-SR. W GRDD SND- 152 FN-CRS. SA-SR. W GRDD GRVL; <br /> 42 SC/SM <10% FNS, M YLLW SRN, N-SL P0, MST-. N-WEAK HCL <br /> REACTION, WEAK CEMENTATION; HOMO <br /> ' 41.5/45-46.5/50- SILTY CLAY, <5% FN, SA-SR, PRLY GRDD SND; SND; >95% <br /> 44 FNS, M--H DRY STRNGTH, N—SLW DLTHCY; M—H TGHNSS L— <br /> M PLST HRD- DRK GRY/GRN BRN. N—SL PO; MST. N HCL <br /> EP—VW3-455 REACTION. WEAK CEMENTATION, HOMO; F@Ox <br /> 8 <br /> 46 3 14CL/MH <br /> 21 <br /> 48 465/50-51, POORLY GRADED SAND WITH SILT; 9OX FN-M. SA-SR. PRLY <br /> i 11 GRDD SND; M DNS- IOX FNS; DRK GRY/GRN BRN. N-31. PO. <br /> 50 a SP-SM <br /> MST. N HCL REACTION. WEAK CEMENTATION; HOMO <br /> 0 M 51-51.5' SILTY CLAY; <5T. FN-M, SA-SR. PRLY GRDD SND; >95X FNS; <br /> ' M-H DRY STRNGTH, N DLTNCY; M-H PLST. NRD, DRK CRY <br /> 52 BRN, NPO; MST. N—WEAK NCL REACTION. WEAK CEMENTATION. <br /> HOMO <br /> ' -54- <br /> 56- <br /> -so— <br /> S456 6D G,RE 0,TY Y. <br /> C4--AaFS <br /> No. 5023 <br /> 62 <br /> —66- <br /> 68— <br /> _70- <br /> 72 <br /> 6687072 <br /> —74- <br /> 76- <br /> 78- <br /> -80 <br /> 4 767880 <br /> ' 152 <br />