Laserfiche WebLink
Project Name: QFC 852 Fuel Station UIN Boring No.: B-2 <br /> Project Number: 2019-258A • L- <br /> Sheet 1 of 1 <br /> Kroger RILEYGROUP <br /> The og Company <br /> Client: p y <br /> Date(s)Drilled: 12/18/2019 Logged By: ELW Surface Conditions: Asphalt <br /> Drilling Method(s): Hollow Stem Auger Drill Bit Size/Type: 8"auger Total Depth of Borehole: 16.5 feet bgs <br /> Drill Rig Type: Track Rig Drilling Contractor: Anderson Environmental Approximate N/A <br /> Surface Elevation: <br /> Groundwater Level: Not Encountered Sampling Method(s): SPT Hammer Data: 140 Ib,30"drop,auto-trip <br /> Borehole Backfill: Bentonite Chips Location: 4919 Evergreen Way,Everett,Washington <br /> ai <br /> U <br /> C <br /> f1s <br /> r.+ <br /> U _ <br /> cc E g' <br /> - m <br /> Z >• J 2 <br /> o m o 0) <br /> > cn t <br /> E E <n C U —(no <br /> a) o d <br /> cn cn n cc 0 MATERIAL DESCRIPTION <br /> w <br /> — 0 Aspha Asphalt over crushed rock base <br /> Fill i i Gray silty SAND with trace gravel,very loose,wet(Fill) <br /> •••• <br /> •••• <br /> •• <br /> •�� <br /> •• <br /> •••• <br /> •••• <br /> •• <br /> ••• <br /> 0 •••••• 12 <br /> •••• <br /> • <br /> ••• <br /> ••=• <br /> — 5 SP-SM: Gray SAND with some silt and trace gravel,medium dense,moist <br /> - \ •• 11%fines - 10 <br /> 13 • <br /> • <br /> • <br /> • r - <br /> • <br /> — 10_\ : •--Contains occasional silty sand interbed with iron oxide staining — <br /> 13 •• 10 <br /> r <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • r <br /> • <br /> — 15-' : .—Trace iron oxide staining — <br /> 18 ' ~ 10 <br /> • <br /> • <br /> • <br /> • Boring terminated at 16.5' <br /> — 20 <br /> The Riley Group,Inc. <br /> 17522 Bothell Way NE,Bothell,WA 98011 <br />