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<br /> MWA A LOG of WELL MW-2
<br /> PROJECT EKHOLM PROPERTY LOCATION 1702 JACKSON_AY_ ENUE, ESCALON „CA PROJECT NO 150047 01
<br /> GATE DRILLED 10/11193 LOGGED BY MARCIE McCABE REVIEWED BY GREG P STAHL RG No 5023
<br /> RILLING COMPANY SPECTRUM EXPLORATION DRILLER JOEL STAPELTON METHOD HOLLOW STEM AUGER
<br /> ORE HOLE DIAMETER 10 IN DEPTH DRILLED 86 F7 DEPTH TO WATER INITIAL 6984 FT STATIC 69 24 FT
<br />' CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO as FT
<br /> SCREEN TYPE PVC F480 DIAMETER 4 IN SLOT SIZE 0 010 IN INTERVAL 65 FT TO _ 85 FT
<br /> FILTER PACK TYPE #2/12 SILICA SAND INTERVAL ,., „ 61.5 FT TO 85 FT
<br /> SURFACE SEAL TYPE NEAT CEMENT OVER 2' BENTONITE INTERVAL _ 0 FT TO 615 FT
<br />' COMMENTS- PAGE I OF-!--
<br /> WELL
<br /> F3WELL DEPTH PID SAMPLE ID U.S C DESCRIPTION
<br /> DETAIL FT ppM SLOwCOUNT LOG
<br /> 0-3- ASPHALT
<br /> 2 –11POORLY GRADED SAND, 95X M, SA–SR, PRLY GRDD SND;
<br /> 5% FNS, M–DNS, ORNG BRN, NPO, MST, N HCL REACTION,
<br /> WEAK CEMENTATION, HOMO
<br />' 4
<br /> 3 SP
<br /> 6 0 3
<br /> 8
<br />' 10 3
<br /> 0 161 1-1 t 5/75' CLAYEY SAND 65% M–CRS, SA–SR, W GRDD SND, V DNS,
<br /> 33' SC 35% FNS, YLLW 6RN, NPO, MST, N HCL REACTION, WEAK
<br /> 12 CEMENTATION, HOMO
<br /> it 5/15-155 CLAYEY SAND WITH GRAVEL. 65% M, SA-SR, PRLY GRDD
<br /> 14 SND, 20% FN GRVL, M DNS, 157 FNS, BRN, NPO, MST,
<br /> EPMW2-t5 5' SC N NCL REACTION WEAK CEMENTATION HOMO
<br /> 6
<br /> 16 t t 12
<br /> e
<br />' 18
<br /> 15.5-36.5/40' WELL GRADED SAND, 100% M-CRS, SA-SR, W GRDD SND,
<br />' M DNS TAN, NPO, MST, N HCL REACTION, WEAK CEMENT-
<br /> 20 6 ATION, HOMO
<br /> 0 12
<br /> 16
<br /> 22-
<br /> 24 '
<br /> EPMW2-25.5'
<br /> 7
<br /> 26 0 15
<br /> 14
<br />' 28 SW
<br /> 3a
<br />' 10
<br /> p 15
<br /> 17
<br /> 32—
<br /> 34
<br /> 7
<br />' 36 0 14
<br /> 15
<br /> 35 5/40-41 5/45' WELL GRADED SAND, 85X M-CRS, SA-SR, W GRDD SND,
<br /> 38 / 10. GRVL, V DNS. 5% FNS, LT ORNG BRN, NPO, MST,
<br />' N HCL REACTION, WEAK CEMENTATION, HOMO
<br /> 40 /sw
<br />
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