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�I <br /> W o BORING NUMBER MW6 DRILL RIG/METHOD <br /> tz <br /> M W w W 20 DATE DRILLED 5125/99 MOBILE B-8118 INCH WELL <br /> g g }° u~i w a O LOGGED BY MAT HOLLOW STEM AUGERS DIAGRAM <br /> LU 0 <br /> Z °o U SOIL DESCRIPTION AND REMARKS <br /> (conlenued from previous page) <br /> ' SC Brown,moist,medium dense,clayey sand T <br /> 45 very moist,dense - <br /> I�MW6-51 56 00 <br /> �f <br /> 50 ' <br /> Sp r Brown,wet,medmm dense fine to medium sand — <br /> MW6-61 38 00 r' <br /> rf <br /> M Z <br /> W <br /> - <br /> 1 C — <br /> v^ j s <br /> 55— <br /> z <br /> = � o <br /> — <br /> o — <br /> o — <br /> _i - <br /> - — <br /> r r <br /> MW6-7I 97 0 0 <br /> SC Grayish brown,wet,dense,clayey sand 1, <br /> = �r <br /> ,f — r <br /> 65- <br /> 70 <br /> 5 70 <br /> MW6-8I 90 00 CL Brown,very moist,hard,sandy clay F ; <br /> 75 Notes <br /> I This log depicts conditions only at the <br /> boring location,see Plate No 2,and <br /> only on the date of field exploration <br /> 2 For an explanation of the symbols used <br /> In the bonng log,see Plate No l I <br /> 7 SOIL BORING LOG AND IJWKA NO 2938 06 <br /> WELL CONSTRUCTION DETAIL DATE 8100 <br /> WALLACE•KUHL&ASSOCIATES,INC 1444 MARIPOSA ROAD 1 <br /> GEOTECUNICAL ENGINEERING Stockton, California 'PLATE NO 14b <br /> GEOLOGIC&ENVIRONMENTAL SERVICES <br />