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Project Name: Glint Car Wash &Sonic . I mg Boring No.: B-3 <br /> Project Number: 2020-643-1 I Lill 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 5'and 6' 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 /> o <br /> C <br /> as <br /> co _ <br /> W <br /> N.. — E o <br /> >, J <br /> a-. .0 o. Q u, Q > w •L <br /> °' a) `° crs ° O a' COr` MATERIAL DESCRIPTION g <br /> w 0 cn cn II CC CCD 0 <br /> — 0 Aspha 8.5"asphalt <br /> Fill ♦�♦♦ Brown silty SAND with some gravel,very loose,moist to wet(Fill) <br /> — 1— ♦♦♦ — <br /> ♦♦• <br /> ♦♦• <br /> ♦♦ <br /> ♦ <br /> - 2— ♦♦♦♦ — <br /> i♦•♦ <br /> "♦♦ Trace organics,29%fines <br /> ♦♦• <br /> - 3 ♦♦ <br /> 3 ♦•♦ 50 <br /> ♦♦♦ <br /> �- ••�♦ <br /> — 4 ♦♦ — <br /> �♦ <br /> ♦♦♦♦ <br /> — 5-' :�:� Becomes medium dense,saturated — <br /> 13 <br /> SM II Tan mottled silty SAND,medium dense,wet 26 <br /> — 6- 1. Contains clean sand interbed with light groundwater seepage — <br /> 7— I1�� — <br /> — <br /> h/—Becomes dense,moist to wet <br /> — 8� 35 11. 20 <br /> - —s 1 <br /> il. <br /> — 10- •6moist —: : Bemes 15 <br /> Boring terminated at 11'6" <br /> — 12— — — <br /> — 13— — — <br /> — 14— — — <br /> — 15— — — <br /> — 16— — — <br /> — 17 <br />