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• <br /> Project Name: Glint Car Wash &Sonic i s . Boring No.: B-4 <br /> Project Number: 2020-643-1 111 ill Sheet 1 of 1 <br /> Client: SERJ Developments RILEYGROUP <br /> Date(s)Drilled: 12/15/2020 Logged By: ELW Surface Conditions: Asphalt <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 /> ai <br /> U <br /> C <br /> co <br /> u) <br /> 5 H c E o o <br /> .-. >, J <br /> N w Q a u, p ( a 6' <br /> a) <br /> w Q co co 25 Qom' ce D 0 MATERIAL DESCRIPTION 2 <br /> — o <br /> • pha' ,♦, 2"asphalt / <br /> Fill :�:• Brown silty SAND with some gravel,very loose,wet(Fill) <br /> - 1— :�:♦ — <br /> ♦♦♦ <br /> ♦♦♦ <br /> 2— �♦�♦ — <br /> -\` ��� Becomes saturated <br /> ♦♦♦ <br /> - 3 2 �:�:• 23 <br /> ii <br /> a — <br /> ♦♦• <br /> • <br /> — 5-- :♦•♦ Becomes medium dense,little recovery — <br /> ♦♦♦ <br /> — <br /> 6 17 • •• — 26 <br /> ♦♦♦ <br /> •♦♦♦♦ <br /> • <br /> — 7— ♦•♦ — <br /> !♦♦♦ <br /> sM ! ' Tan silty SAND with trace gravel,loose,wet <br /> — 8 — <br /> jj 15 <br /> 6 i ;, <br /> — 9y / ;.— — <br /> MI <br /> — 10--N Ili Becomes medium dense — <br /> \ II— 11 23 /i <br /> A ,— — 16 <br /> Boring terminated at 11'6" <br /> — 12— — — <br /> — 13— — — <br /> — 14— — — <br /> — 15— — — <br /> — 16-- — — <br /> — 17 <br />