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LOG OF WELL MW-3 <br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON AVENUE ESCALON CA PROJECT NO 150047 01 <br /> DATE DRILLED 10/12/93 LOGGED BY LOIS FRANTZ/MARCIE MCCABE <br /> - _ ,. REVIEWED BY GREG P STAHL RG No 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL STAPELTON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER - 10 IM DEPTH DRILLED 85 FT DEPTH TO WATER ; INITIAL 70 FT STATIC §90 EI <br /> CASING TYPE PVC FASO DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 64 FT <br /> SCREEN TYPE PVC F480 DIAMETER -- 4„ IN SLOT SIZE 0 020 Its INTERVAL 64 El TO 04 FT <br /> FILTER PACK TYPE 02/12 SILICA SAND INTERVAL b3 TO 84 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER 2' BENTONITE INTERVAL -- . 0- -EL TO -. 63 FT <br /> COMMENTS <br /> ' PAGE?OF'-!- <br /> WELL <br /> F 3 <br /> WELL DEPTH PID SAAM01 IlD U.S.C. DESCRIPTION <br /> DETAIL FT (ppm) SLOWCOUNT LOG <br /> ' 0-3' ASPHALT <br /> 2 <br /> 3"-6.5/16' POORLY GRADED SAND WITH CLAY, 85Z M. SA—SR. PRLY GRDD <br /> 15 SP-SC SND, 5% FN. SA—SR. PRLY GRDD GRVL. I.S. 10% FNS, DRK <br /> ' 4 SRN, NPO; LIST. N HCL REACTION. WEAK CEMENTATION, NOM0 <br /> 0 3 <br /> 6 3 <br /> 5 � <br /> ' 8 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 0 <br /> SO FOR 6• SW—SC <br /> 12 <br /> 14 11.5/15-41 5/45' WELL GRADED SAND; 1007.' M-CRS. SA-SR. W GRDD SND; <br /> EP-MW3-153• M DNS; YLLW BRN-BRN. NPO; MST. N HCL REACTION. WEAK <br /> 0 70 CEMENTATION; HOMO <br /> 16 13 <br /> 16 <br /> i 18 <br /> 20 0 <br /> ' - 6 <br /> 12 <br /> 15 <br /> 22 <br /> 24:- <br /> EP-MW3-253' <br /> ~ a 8 <br /> 25 12 <br /> 19 SW <br /> 28 <br /> 30 0 8 <br /> ' <br /> 10 <br /> 32 <br /> ' 3a <br /> 0 <br /> s <br /> 36 1 <br /> 12 <br /> 38- <br /> 40 1 0 <br />