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ProjectN Name: QFC 852 Fuel Station II 1 IN Boring No.: B-3 <br /> Project Number: 2019-258A III Sheet 1 of 1 <br /> RILEYGROUP <br /> Client: The Kroger Company <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 /> f8 <br /> Th' <br /> - cc - g: o <br /> �' a^ >. J 112 <br /> E E n 'o La n <br /> 0 U <br /> °' ATERIAL DESCRIPTION M <br /> w o i� in � Crate[ Q Cl) C7 <br /> Aspha Asphalt over crushed rock base _ <br /> _ - SM },' Gray silty SAND with trace gravel,medium dense,moist <br /> 1 <br /> • <br /> - " - <br /> •: •-39%fines <br /> l - <br /> 17 ..1 11 <br /> rr <br /> — 5� .1 r—Becomes dense <br /> 34 4 r� 8 <br /> - �.SP-SM Dark brown SAND with some silt,dense,moist <br /> - - 1 - <br /> SP ... Gray SAND with trace silt and gravel,medium dense to dense,moist <br /> 30 • !•• 5 <br /> \ .. <br /> - <br /> � ; r. <br /> - .."- <br /> ▪ ••` _ <br /> ▪••` _ <br /> ▪••1 <br /> — 15—N :::_Becomes medium dense,contains silty sand interbeds — <br /> ... <br /> - 22 •.. _ 10 <br /> •r <br /> _, Boring terminated at 16.5' <br /> - <br /> — 20 <br /> The Riley Group,Inc. <br /> 17522 Bothell Way NE,Bothell,WA 98011 <br />