Laserfiche WebLink
Project Name: Glint Car Wash &Sonic g II iii Boring No.: B-1 <br /> Project Number: 2020-643-1 1 LIM Sheet 1 of 1 <br /> Client: SERJ Developments RILEYGROUP <br /> Date(s)Drilled: 12/15/2020 Logged By: ELW Surface Conditions: Gravel <br /> Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: 8"auger Total Depth of Borehole: <br /> Drill Rig Type: Track Rig Drilling Contractor: Bortec Approximate N/A <br /> Surface Elevation: <br /> Groundwater Level: Seepage at 2.5' Sampling Method(s): SPT Hammer Data: 140 Ib,30"drop,rope and <br /> cathead <br /> Borehole Backfill: Bentonite Chips Location: 10312 Evergreen Way,Everett,Washington <br /> I <br /> 0 <br /> c i <br /> c <br /> N <br /> v, -- o <br /> E o <br /> - A —10 a) C = c d U <br /> > 112 <br /> iti La � <br /> � Ti. ain � (A <br /> cc <br /> w oai � in U) o X ce D 0 MATERIAL DESCRIPTION 2 <br /> — 0 <br /> Fill ♦♦♦ Brown silty SAND with some gravel,very loose,wet(Fill) <br /> ♦♦i♦ <br /> i♦i♦ <br /> — 1— ♦�♦ — <br /> ♦,-• <br /> — 2— ♦♦♦ —♦♦♦♦ <br /> "N .... Becomes saturated <br /> • <br /> ♦♦ <br /> — 3 ♦�♦♦ — <br /> 2 �♦�♦ 38 <br /> ♦�♦ <br /> - 4---- V <br /> ♦♦♦♦ <br /> - 5--N �♦�♦ Becomes medium dense — <br /> • <br /> • <br /> - 6 13 SM If Gray silty SAND with some gravel,medium dense,moist to wet — 14 <br /> lif <br /> —. 7— l — <br /> - 8 1t <br /> 25 SM r�1 Gray silty SAND with some gravel,medium dense,moist(Glacial Till) 12 <br /> — 9� ICf e—Iron oxide staining — <br /> r <br /> lit <br /> — 10 III—Becomes very dense —r <br /> 57 <br /> Contains sand interbeds 11 <br /> - 11J r�1 - - <br /> /if <br /> - 12- II - <br /> II 1 <br /> - 13- III - <br /> II <br /> 14— II — <br /> III <br /> — 15---\` SM /{ <br /> r�l Gray silty SAND,very dense,moist <br /> 50/6" I I 12 <br /> - 16—SI <br /> Boring terminated at 16' <br /> I <br /> i I <br /> - 17 <br />