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V <br /> D Boring Log Project Name: - <br /> Sheet of <br /> Hoeing Building 40.82 'and 40.83 1 2 Jab No:: Logged by: Start Date: Completion Data: Boring Na: - <br /> 6474 S. Dinkelman 2-18-94 2-18-94 B-•10 <br /> U Dating Contractor: Drilling Method: Sampling Method: <br /> Cascade BSA SPT <br /> Ground Surface Elevation: . Note Completion: <br /> 0 t538 ❑Monitoring Well 0 Piezometer 0 Abandoned,sealed with bentonite <br /> yy No. 2 = 2 Surface Conditions: Parking lot <br /> U .•.•;• - 3" asphalt pavement <br /> •:❖1. SM PILL: Gray and brown silty fine to medium SAND, <br /> 40:+' 1 .___ medium dense, moist <br /> •••'•• _ <br /> 0 ••• . — <br /> .••••• _._..� - becomes verydense <br /> L 10.7 58 •+•:40 3 <br /> ..'.o. <br /> .'••• �- .. becomes moist to wet <br /> •••••••• <br /> 0 <br /> OO.O <br /> �.'... 5 <br /> 10.3 50/6" •;•••;•+ <br /> 0 ❖`•`• 8 <br /> 4•.•• <br /> .�...... 7 — <br /> 0 <br /> •• <br /> 10.6 SoI6" •... 8 - trace organics (topsoil) <br /> .❖.•• - drilling becomes harder <br /> ,; .$ . io sal GLACIAL TILL: Gray silty fine to medium SAND <br /> 50/5 with gravel, very dense, moist <br /> 11 small recovery <br /> _} 12 — <br /> 0 11.0 sa/3..•i # <br /> c;•W , 13� - small recovery - sampler on rock <br /> 8.0 50f5" 15 - becomes light brown <br /> •0 . <br /> 16 <br /> 17 <br /> CI8.5 50/51$ 1 : r...l._ <br /> 10 — <br /> n 3 19 <br /> .._i <br /> 0 ` fll .,,, ....at Boring Log <br /> t�� ��{ t y t;li Earth u l Consultants IflC. HOEING BUILDINGS 40.82 and 40.83 <br /> II/ t�1W `trf�� een.oeoloessa�tftwo +amilickgos , <br /> LVERE'IT, WASBINGTON <br /> [1.1 <br /> i.No. Dwn. me,Pro 6474 � !.Date 14A11'94 Checked spoDate 3-1-94 Plate A3 <br /> .a.., lidP ednv taureber+iltlaMatlhaeRrrdtaatirudgYsa pbre�rylde,nedNedbyeneMwwtratah wlre4rd r.n 1■ ..r n..,.w,Rw�......w. <br />