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• <br /> • 0.• t* ec TEST PIT 3 <br /> Q'`r �` `tie 440,e Gf' <br /> Oe G° 4:6S Description <br /> Topsoil <br /> Rust-brown SAND,fine to coarse-grained, moist, loose to medium-dense <br /> ppm <br /> -becomes medium-dense <br /> "s o, a <br /> )�0'4 OOC <br /> 5 1101M0 g -with gravel, becomes gray-brown <br /> C °0a <br /> Oo^Oen <br /> '00 0 <br /> DOO•.000C <br /> O .0 vac <br /> * Test Pit terminated at 7.5 feet on May 1,2015. <br /> * No groundwater seepage was observed during excavation. <br /> * No caving observed during excavation. <br /> 10— <br /> �r l o�Je.,ta t e TEST PIT 4 <br /> Oe4 °� �1 ,c� J' Description <br /> Topsoil <br /> ®°'' Gray-brown SAND with gravel,fine to coarse-grained,moist,loose to medium-dense <br /> I -becomes medium-dense <br /> ;OOa•0 o _ <br /> 0 <br /> ,.°e. <br /> Oa . <br /> $ <br /> 5 , da at <br /> 0o rs' <br /> O 00$ <br /> 7r: <br /> Obi <br /> _fel <br /> * Test Pit terminated at 7 feet on May 1, 2015. <br /> * No groundwater seepage was observed during excavation. <br /> * No caving observed during excavation. <br /> 10-- <br /> TEST PIT LOG <br /> GEOTECH 45x/ Seahurst Avenue . <br /> Alt <br /> CONSULTANTS,INC. Everett, Washington <br /> .—• JobDate: !Logged <br /> 15186 , May 2015 TRC !Plate: 4 <br />