Laserfiche WebLink
w wo: E BORING NUMBER:. B5 DRILL RIG/METHOD <br /> � w v cn = � DATE DRILLED: 3/10/93 <br /> w :2 2M <br /> 8- 61/3- 1/4 Inch <br /> 2M vUi ¢ � LOGGED BY: MW Hollow Stem Auger <br /> of 0 z ro o <br /> SOIL DESCRIPTION AND REMARKS <br /> 0 3 asphalt concrete over 4 aggregate base <br /> ML Brown , dry , hard , fine sandy silt <br /> 5 ❑ <br /> ❑ B5-1I 52 NOMCL Medium brown, slightly moist, hard , silty clay <br /> 10 ❑ <br /> ❑ <br /> ❑ B5-2I 36 10 <br /> 15 — <br /> (A <br /> 5 ❑ B5-3I 28 ND <br /> 20 ❑ — <br /> ❑ ML Brown , slightly moist , medium dense , clayey silt <br /> ❑ BS-4I 26 NO with some fine sand <br /> 25 ❑ — <br /> ❑ sc Brown, damp , dense , fine to Coarse sand <br /> ❑ B5-5I 66 NO <br /> 30 <br /> SOIL BORING LOG WKA N0: 2088 .03 <br /> GRANITE CONSTRUCTION DATE : 4 /93 <br /> WALLACE • KUHL k ASSOCIATES, INC. French Cam California PLATE N0 . 8 <br /> 0R0LO(HC @ ENVIRONMENTAL SERVICES p ' <br />