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714 <br /> L,r rth Earth Solutions NW BORING NUMBER B-1 <br /> Solution. 1805 136th Place N.E.,Suite 201 PAGE 1 OF 1 <br /> Ni, ,, Bellevue,Washington 98005 <br /> Telephone: 425-284-3300 <br /> CLIENT Premier Storage Everett,LLC PROJECT NAME Proposed Public Storage Facility <br /> PROJECT NUMBER 2432 — PROJECT LOCATION Everett,Washington <br /> DATE STARTED 6/15/12 COMPLETED 6/15/12 GROUND ELEVATION 478 ft HOLE SIZE <br /> DRILLING CONTRACTOR Geologic Drill GROUND WATER LEVELS: <br /> DRILLING METHOD HSA AT TIME OF DRILLING — <br /> LOGGED BY SHA CHECKED BY SSR AT END OF DRILLING — <br /> NOTES Asphalt AFTER DRILLING — <br /> a o <br /> _ w OO pill; VN <br /> W m TESTS ch g <br /> O MATERIAL DESCRIPTION <br /> 2 z W U z 0cn 4: <br /> 0 <br /> n+°+`i FILL base coarse rock <br /> FILL•++e•++a <br /> .++°e+o 1.0 477.0 <br /> `oss°e$ <br /> M+++ Brown silty SAND with gravel,medium dense,moist(Fill) <br /> a°o°++a` <br /> _ °°°+A+4 <br /> o°oo+o+< <br /> SM 'o°a°o°°' <br /> _ _X <br /> 721-12-5 MC=5_60% 40.+4.SS 100 s4 :(17) Fines=15.70% <br /> �+++°+� <br /> °°+°°°P <br /> eo+s+°+4,5 473.5 <br /> ;eo°+'+a, Brown silty SAND with gravel,loose,moist(Fill) <br /> 5 +°+oe° <br /> ,+°+++°o <br /> 5S 100 2-2-4 MC=17.40% to., °°' <br /> (6) SM :+++°* <br /> f++°e+e++. <br /> e <br /> X <br /> •e <br /> +e+++°O <br /> — - i�g+°°°+} <br /> woes, <br /> e+s+�++1(7.5 470.5 <br /> - >I SS 100 50 MC=6.80% Gray silty SAND with gravel,very dense,moist <br /> - J <br /> 10 <br /> SS 100 26-50 MC=5.90% <br /> _K_ <br /> - - SM <br /> - .a <br /> N <br /> N <br /> - - <br /> E <br /> to <br /> od 15 <br /> SS 100 15-27-44 MC=10.90% <br /> )a- - <br /> N <br /> 16.5 461.5 <br /> 1 Boring terminated at 16.5 feet below existing grade.No groundwater <br /> encountered during excavation. <br /> Boring baddi led with bentonite. <br /> Bottom of hole at 16.5 feet. <br /> I <br />