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Earth Earth Solutions NW BORING NUMBER B-1 <br /> solution- 1805 136th Place N.E.,Suite 201 PAGE 1 OF 1 <br /> '; NWrGc 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 /> w o <br /> w Imo- N U <br /> a_" j O E Q TESTS U at O MATERIAL DESCRIPTION <br /> w 0-n 0 m0> ui �� <br /> Q z W 0 Z <br /> cn rY <br /> 0 <br /> +•••:, FILL base coarse rock <br /> FILL+4:++ <br /> _444 1.0 477.0 <br /> 44•"• Brown silty SAND with gravel,medium dense,moist(Fill) <br /> i.8'. <br /> SM +;+•+•, <br /> _X <br /> 21-12-5 MC=5.60% °++'•°i+ <br /> SS 100 (17) Fines=15 70% +°+$ <br /> . <br /> i°S <br /> *4°4.5 4735 <br /> 5 Brown silty SAND with gravel, loose,moist(Fill) <br /> X - — "it:, <br /> SS 100 2-2-4{ MC=17.40% SM •:+°° <br /> +•+++++ <br /> - - •••••••a+++++t 75_ 470,5 <br /> XSS 100 50 MC=6.80% Gray silty SAND with gravel,very dense,moist <br /> 10 <br /> \/ <br /> X SS 100 26-50 MC=5.90% <br /> - - SM <br /> N <br /> n <br /> o <br /> o <br /> to 15 <br /> - <br /> H <br /> Z <br /> o SS 100 15-2 -44 MC=10.90% <br /> a _ 16.5 461.5 <br /> ni <br /> Boring terminated at 16.5 feet below existing grade.No groundwater <br /> encountered during excavation. <br /> Boring backfilled with bentonite. <br /> Bottom of hole at 16.5 feet. <br /> 0 <br /> I- <br /> r <br /> m <br /> WJ <br /> z <br /> W <br /> (7 <br />