Laserfiche WebLink
Project Name: Glint Car Wash &Sonic I g pa Boring No.: B-8 <br /> Project Number: 2020-643-1 I 1011 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 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 /> N_ _ <br /> a) N 5 <br /> CL 'C a) o <br /> a) E 0 <br /> _! <br /> O a) �= o_ a) U N <br /> > a E E 3 C) ° O 0 a) <br /> W 0 co cn( CO 0 <br /> iY 0 0 MATERIAL DESCRIPTION g <br /> — o — <br /> Fill 4♦ Dark brown silty SAND,very loose,wet(Fill) <br /> i♦♦ <br /> — 1— ♦♦ <br /> ••• <br /> ♦♦ <br /> 2— �♦�♦ — <br /> ♦♦ <br /> -` �� <br /> \ ♦ Becomes saturated <br /> ♦♦♦♦ <br /> — 3 •♦ — <br /> 2 ♦�♦� 34 <br /> 1%. <br /> .�_— 4 — <br /> ♦♦♦ <br /> ♦,♦ <br /> 5� �♦�♦ Becomes gray,very loose to loose — <br /> ♦♦♦ <br /> ♦♦ <br /> — 6 4 ♦�♦♦ — 18 <br /> ♦♦ <br /> • <br /> ♦♦♦ <br /> ♦♦ <br /> • <br /> .♦♦ <br /> NsM ;(1. Brown to gray silty SAND with trace gravel,medium dense,wet <br /> — 8 \ — <br /> 20 1, 14 <br /> — 9—. 1 , 1.— - <br /> , 1, <br /> — 10— MI_ , Gray sandy SILT with trace gravel,very stiff,wet <br /> —53%fines <br /> 23 • 32 <br /> — 12— — — <br /> — 13— — — <br /> — 14— — — <br /> — 15 �� 50/5" SM '.w q Tan silty SAND with trace gravel,very dense,moist 11 <br /> , <br /> Boring terminated at 15'5" <br /> — 16— — — <br /> — 17 <br />