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Project Name: Glint Car Wash &Sonic <br /> a u mg Boring No.: B-6 <br /> Project Number: 2020-643-1 I VIII 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 8'to 10' 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 /> 1 � <br /> C <br /> 2 <br /> _ fn <br /> N O <br /> a, N <br /> 15 . � E o <br /> C N I— - a' > J <br /> O — O C = o_ O CO U N <br /> > O <br /> > a E E 3 0 8 U a 0 <br /> m <br /> w o U) r CU n 70 X CD D 0 MATERIAL DESCRIPTION M <br /> — o <br /> Fill ♦♦♦♦ Brown to gray silty SAND with some gravel,medium dense,moist(Fill) <br /> t <br /> — 1— i♦�♦ — <br /> ♦♦♦♦ <br /> — 2— •% — <br /> .` �♦�♦ <br /> ♦♦♦ <br /> — 3 , — <br /> \ 14 :♦:♦ 8 <br /> — 4— ♦♦♦♦ — <br /> ♦♦ <br /> ♦♦♦ <br /> ♦♦♦ <br /> — 5 :%♦ Becomes loose,wet — <br /> A. <br /> ♦O <br /> 8 ♦�♦ 11 <br /> ♦♦♦ <br /> — 7— �♦� — <br /> ♦♦♦♦ <br /> OL :,:, Brown ORGANIC SILT,stiff,wet 32 <br /> — 8� 10 SM Gray silty SAND with some gravel,loose to medium dense,saturated <br /> \ 13 <br /> — 9- — <br /> — 10—N SP-SM; Gray SAND with some silt,medium dense,wet <br /> Moderate groundwater seepage,contains silty sand interbeds <br /> 25 • <br /> 15 <br /> — 11- , . — — <br /> N Boring terminated at 11'6" <br /> — 12— — — <br /> — 13— — — <br /> — 14— — — <br /> — 15— — — <br /> — 16— — — <br /> — 17 <br />