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GROUND ZERO ANALYSIS LOG OF WELL MW13C <br /> PROJECT JAESURG WAREHOUSE LOCATION 8200 N HWY 99 FRONTAGE RD MORADA PROJECT NO 263 <br /> DATE DRILLED 10/13-10/16/03_ LOGGED BY JOHN LANEZ SEAN QARVEY REVIEWED BY JOHN LANE, 89 6795 <br /> (A RILLINE ING COMPANY _V&W DRILLING DRILLER ROBERT VICKERY METHOD MUD ROTARY <br /> 11 BORE HOLE DIAMETER 9 7/8 IN DEPTH DRILLED 223 FT- <br /> CASING TYPE PVC DIAMETER 4 IN SCHEDULE 80 INTERVAL TO -202 EL <br /> SCREEN TYPE PVC DIAMETER 4 IN SLOT SIZE 0010 1N- INTERVAL -202 FT_ TO -222- FT <br /> FILTER PACK TYPE 2/12 SAND _ INTERVAL -198 5 ET TO -222 FT- <br /> ANNULAR SEAL TYPE HEAT CEMENT OVER BENTONITE (5- FEET) INTERVAL 0 ET_ TO 168.5 —M <br /> LOG MEASURED FROM FLUID TYPE BENTONITE GEL DENSITY 1 04-1 08 VISCOSITY 35-45 <br /> COMMENTS CENTRALIZERS PLACED 0 40'-INTERVALS. WELL MONUMF-NT AT RURFAcr <br /> LITHOLOGIC KEY <br /> SAND/ GRAVEL 1 CLAY/ SILT PAGE 1OF_2- <br /> i <br /> WELL DETAIL D H LITHOLOGY M DESCRIPTION <br /> i � � j___ =_ -52 <5% SAND, 95-100X CLAY/SILT^ 0 <br /> 1 - -_-_-_-_-_-_- <br /> 1 1 20 - - - - - - - - <br /> _ - - - - <br /> = 1 - - - - - - — <br /> 30 - - - - - - - <br /> - - - - -_ -_ <br /> _ J 40 -_- - <br /> -_ -_ <br /> �- r — - - - - - - <br /> -_-_-_-_-_-_-_- <br /> 50 = - - - - - - - <br /> -' - - - - 52-54 50% SAND, 50% CLAY/SILT <br /> .�� =rte "•"'+` <br /> 54-55 40% SAND, 60% CLAY/SILT <br /> ~= 60 55-64 <5% SAND, 95% SILT <br /> r v 64-70 80% SAND, 20% CLAY/SILT <br /> _ y 70 70-75 10% SAND, 90% CLAY/SILT <br /> •°, x = �:, - 75-82 80% SAND, 20% CLAY/SILT <br /> l Ft: iY -ti — <br /> _ _ 80 s ,. <br /> — — — — — —_ _— <br /> 82-94 5% SAND, 95% SILT <br /> _ 94-98 70% SAND, 30% CLAY/SILT <br /> 10 _ --- �- 98-104 5% SAND, 95% SILT <br /> _ , 104-114 70% SAND, 30% CLAY/SILT <br /> 11 ,g <br /> _=—__= 114-120 10% SAND, 90% SILT <br /> - - - - - - - - <br /> f 12 ; ' 120-124 80% SAND, 20% SILT <br /> v4 r ary <br /> 1 <br /> 124-134 95% SAND, 5% SILT/CLAY <br /> 30— <br /> -- - - - - - 134-139 20% SAND, 80% SILT/CLAY <br /> Y^ 4 Y- _ _ _ _�- - - - -- <br /> _ i = ____ __ 139-154 10% SAND, 90% SILT/CLAY <br /> 154-169 5% SAND, 95% SILT/CLAY <br /> 170 a a a 169-185 10% SAND 90% SILT CLAY <br />