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z!5a 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 8Y LOIS FRANTZ/MARCIE M_cCABE 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 IN DEPTH DRILLED 85 FT DEPTH TO WATER INITIAL 70 FT STATIC 690 FL <br /> CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FL TO 64 FL <br /> PVC F480 4 IN SLAT SIZE 0 020 —IN INTERVAL 64 FT TO B4 FL <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 FT TO 63 FT <br /> ' COMMENTS PAGE?OF 3 <br /> WELL DEPTH PID SAMPLE iD U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> ' 0-3" ASPHALT <br /> 2 <br /> _ <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 DIRK <br /> ' 4 8RN, NPO, MST, N HCL REACTION, WEAK CEMENTATION, HOMO <br /> 0 <br /> 3 <br /> ' 6 5 <br /> 8 6 5/10-11 5/15' WELL GRADED SAND WITH CLAY, 90% M-CRS, SA-SR, W <br /> GRDO SND V DNS 10% FNS, ORNG BRN, NPO, DRY, <br /> ' - - N HCL REACTION WEAK CEMENTATION, HOMO <br /> _ 10 0 <br /> _ 50 FOR 6 5w—SC <br /> ' 12 <br /> _ 14 11 5/15-41 5/45 WELL GRADED SAND 100% 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 13 <br /> 16 <br /> ' 18 <br /> 20 0 <br /> 16t15 <br /> 22 <br /> 1 — <br /> _ 24 <br /> EP-MW3-25 5 <br /> ' — 0 8 <br /> 26 12 <br /> 19 SW <br /> ' 28- <br /> 30- <br /> - <br /> 830 10 <br /> 3 15 <br /> 2 <br /> 34 <br /> 0 <br /> _ — 6 <br /> 36 1 <br /> 12 <br /> 38 <br /> ' 40 O <br />