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' w e BORING NUMBER MW6 DRILL RIGIMETHOD <br /> x w 2 U � vi = DATE DRILLED 5125199 MOBILE B-8118 INCH WELL <br /> En d z ❑ U 0 DIAGRAM <br /> w g 3 A F a rn O LOGGED BY MAT HOLLOW STEM AUGERS <br /> ' ¢Z <br /> y O z O C7 FLUSH MOUNT <br /> SOIL DESCRIPTION AND REMARKS TRAFFIC-RATED COVER <br /> LOCKING WELL CAP <br /> CL Brown,moist,silty clay <br /> 5—A hard <br /> MW641 45 00 <br /> 10 <br /> 1 <br /> ' very moist,very stiff o <br /> c� <br /> MW6-2I 23 00 <br /> x <br /> 0 <br /> UJI <br /> ' � z <br /> u.� <br /> m <br /> J W <br /> L) <br /> � U <br /> 2 <br /> y <br /> O <br /> ' N <br /> 25 SC Brown,very moist,medium dense,clayey sand <br /> MW6-3I 39 00 Sp y Brown,very moist,medium dense fine sand <br /> A 1 <br /> f:4 <br /> 30 <br /> Y <br /> w3,y,� <br /> ' w O <br /> - W <br /> 35 SC Brown,moist,medium dense,clayey sand <br /> ' MW6-4I 20 00 <br /> a <br /> z <br /> yY- � <br /> 4 r } <br /> (continued on next page) <br /> SOIL BORING LOG AND WKA NO 293806 <br /> WELL CONSTRUCTION DETAIL DATE 5100 <br /> ' WALLACE- KUHL&ASSOCIATES,INC 1444 MARIPOSA ROAD <br /> GEOTECHNICAL ENGINEERING Stockton, California PLATE NO 14a <br /> GEOLOGIC&ENVIRONMENTAL SERVICES <br />