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' JWffMA LOG OF WELL MW-3 <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE, ESCALON CA PROJECT NO 150047 01 <br /> iA <br /> E DRILLED 10/12 3LOGGED BY LOIS FRANTZ/MARCIE MCCASE __ REVIEWED BY GREG P STAHL RG No 5023 <br /> LING COMPANY SPECTRUM EXPLORATION DRILLER JOEL STAPELTON METHOD HOLLOW STEM AUGERE HOLE DIAMETER 10IN DEPTH DRILLED 85 FT DEPTH TO WATER INITIAL 70 FT STATIC 690 FT <br /> ING TYPE PVC FASO DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 64 FT <br /> PVC F480 4 IN SLOT SIZE 0 020 IN INTERVAL 64 - L TO 84 FT <br /> - <br /> SCREEN TYPE DIAMETER - <br /> FILTER PACK TYPE #2/12 SILICA SAND INTERVAL 63 FT TO 84 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER 2' BENTONITE INTERVAL 0 FL TO 63 FT <br /> rCOMMENTS PAGE I OF <br /> WELL DEPTH PID SAMPLE ID U S C DESCRIPTION <br /> DETAIL FT (PPM) BLOWCOUNT LOG <br /> ASPHALT <br /> r - 2 - <br /> 115-1 <br /> 3•-6 5/10' POORLY GRADED SAND WITH CLAY, 85% M, SA-SR, PRLY GRDD <br /> 15 SP-SC SND, 5% FN, SA-SR PRLY GRDD GRVL. LS. 10% FNS, DRK <br /> 4 SRN, NPO, MST, N NGL REACTION, WEAK CEMENTATION, HOMO <br />' 0 3 <br /> 6 3 <br /> 5 <br /> r8 6 5/10-11 5/15- WELL GRADED SAND WITH CLAY, 90% M-CRS, SA-SR, W <br /> GRDD SND, V DNS. 10% FNS, ORNG BRN. NPO, DRY, <br /> N HCL REACTION WEAK CEMENTATION, HOMO <br /> 10 a <br /> 50 FOR 6' SW-SC <br /> r 12 <br /> 14 11 5/15-41 5/45' WELL GRADED SAND- t00% M-CRS, SA-SR, W GRDD SND <br /> EP-MW3-15 5 M DNS YLLW BRN-BRN NPO, MST, N HCL REACTION WEAK <br /> 0 10 CEMENTATION, HOMO <br /> 16 t3 <br /> tfi <br /> r 18 <br /> 20 0 6 <br /> 12 <br /> 15 <br /> 22 <br /> r 24 <br /> EP-MWS-25.S' <br /> 0 8 <br /> r _ <br /> 12 <br /> 2fi <br /> 19 SW <br /> —28- <br /> 30- <br /> 830 0 B <br /> r -32- <br /> 34- <br /> 0 <br /> 32 340 6 <br /> 36 1 <br />' 12 <br /> :in <br /> 38- <br /> 40- 0 <br />