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Date(s) Logged Checked <br /> Drilled 08/08/08 By ABA By DPC <br /> Drilling Boretec Drilling Hollow-stem Auger Sampling SPT <br /> Contractor Method Methods <br /> Auger 4'/2-inch I.D. Hammer 140 lb hammer/30 in drop Drilling Limited Access Track Rig <br /> Data Data Equipment Volvo EC55 • <br /> Total 16.5 Surface Groundwater Not Encountered <br /> Depth(ft) Elevation(ft) Level(ft.a 9 ) <br /> Vertical Datum/ Easting(x): <br /> `Datum System Northing(y): <br /> SAMPLES <br /> ' <br /> _ o Q _ MATERIAL DESCRIPTION OTHER TESTS <br /> w o z a� m w. - AND NOTES <br /> To, > m 0 J o = E C t <br /> 0 c o N (n a. N a rn • D,rn <br /> N 2 0 .a E (6 Ei 0 E 'o O Z+N <br /> 0 = tr m i4 in o.3 (9 r) 2U 0� <br /> AC �4 inches asphalt concrete pavement <br /> ML _ Gray with brown mottling silt with sand(soft,moist) - <br /> (fill) <br /> (3 to 4 inch layer of peat) <br /> 1182 I - 42 <br /> ML Gray with orange mottling silt with sand(stiff to very <br /> — stiff,moist)(glacially consolidated soils) — <br /> 5j 18 10 2 <br /> I <br /> J18 22 3 - - <br /> I <br /> 104 SM — Grayish brown silty fine to medium sand with gravel — <br /> --I t6 60 <br /> I • <br /> (very dense,moist) <br /> (slow drilling) <br /> (till-like fabric) <br /> 15 i 9 80 5 <br /> I _ <br /> i - <br /> 0 _ <br /> I aa <br /> a <br /> col 20— <br /> W <br /> I aa <br /> - <br /> 0 <br /> r <br /> 0 <br /> 0 <br /> m <br /> M - <br /> 11 O <br /> Q <br /> Z <br /> LI <br /> 25— <br /> 0 Note:See Figure A-1 for explanation of symbols. <br /> o0 <br /> 0 <br /> m <br /> 0. <br /> , • <br /> LOG OF BORING GEI-9 <br /> az Project: Central Utility Plant <br /> Project Location: Everett, Washington <br /> aEQEMGINEERSFigure A-11 <br /> Project Number: 10738-007-02 Sheet 1 of 1 , <br />