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GROUND ZERO ANALYSIS LOG OF WELL MW14B PROJECT TU.EL WIRG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE Rb MORADA PROJECT NO 263 DATE DRILLED 10/13-10/16/03 LOGGED BY JOHN LANE/SEAN QARVEY REVIEWED BY JOHN LANE, RG 679 DRILLING COMPANY V&W DRILLING___ DRILLER ROBERT VICKERYMETHOD MUD ROTARY AMUNER STRING RE HOLE DIAMETER 9 71_81N DEPTH DRILLED 135 FT CASING TYPE PVC DIAMETER 4 IN SCHEDULE 40 INTERVAL 0 FT TO 109 FT SCREEN TYPE PVC —„ DIAMETER 4 IN SLOT SIZE 0 010 1N INTERVAL 1109FT TO 124 FT FILTER PACK TYPE INTERVAL 106 FT TO — 124 FT ANNULAR SEAL TYPE NEAT CEMENT OVER BENTONITE (5 FEET) INTERVAL 0 FL TO 103 FT LOG MEASURED FROM FLUID TYPE BENTONITE GEL DENSITY 1 04-1 08 VISCOSITY 35-45 COMMENTS -CENTRALIZERS PLACED 0 65' AND 115' LITHOLOGIC KEY — SAND/ GRAVEL ; ,,,` CLAY/ SILT PAGE_L_OF—_L_ 1 WELL DETAIL DEPTH LITHOLOGY (%) DESCRIPTION ___= 0-32 <5% SAND, >95% SILT/CLAY — — — — — — — — �= — - - - - - - - — - =�_ mo=d - - - - - - - - 20 _____ ___ a — - - - - - y 30 —_-_-_- - - - - - 11 — — — 32-34 90% SAND, 10% SILT/CLAY — — _ — — ` — — 34-43 5% SAND, 95% SILT CLAY rrr 1� 40— -- - — _ — _ - - _ _ _ _ ____ 43-48 70% SAND 30% SILT/CLAY 50 _ _ _ — _— 48-49 5% SAND 95% SILT/CLAY '� �= • y " "• _= 49-52 70% SAND, 30% SILT CLAY ~r= r — — — — — — — — — 52-60 5% SAND, 95% SILT/LAY =� -- — — — — — — _ _ _ _ _ _ _ 60 — h — — — — 60-63 70% SAND, 30% SILT/CLAY �= — — — — — — — — 63-70 5% SAND, 95% SILT/CLAY 70-71 80% SAND, 20% SILT/CLAY 71-72 5% SAND 95% SILT/CLAY 72-73 70% SAN , 30% S11T//CLAY 80- 73-81 5% SAND, 95% SILT LAY 81-84 85% SAND, 15% SIL /CLAY 84-89 80% SAND, 20% SILT/CLAY 77 89-94 10% SAND, 90% SILT/CLAY - �_ --------_ 94-1DD 100% CLAY " _ - - - - - - - - 100-103 5% SAND, 95% SILT/CLAY 103-105 100% SAND _—_-___- 105-109 100% SILT/CLAY 109-124 85% SAND, 15% SILT/CLAY 12 — _ 124-135 15% SAND, 859 SILT 3 -- - - - - - - - _,- - - ` �RED GF�`O • LAN i 5 tP D Q795 _160- OF C 40 80 70 60 SO 40 30 2O 10 170