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5ti�` ko0 TEST PIT I <br /> Q �0°��e ,cc ,1/4)J`'G� Description <br /> FILL Brown SAND with gravel and silt,fine to coarse-grained, moist, <br /> loose to medium-dense(FILL) <br /> r <br /> ° °°` Rust-brown SAND with gravel,fine to coarse-grained,rse-grained, moist, loose to medium-dense <br /> 5 — . Sw - -becomes medium-dense <br /> e <br /> r <br /> � <br /> aS °o o <br /> ,sv20 <br /> r 8. 0°O° <br /> * Test Pit terminated at 7.5 feet on May 1,2015. <br /> r * No groundwater seepage was observed during excavation. <br /> 10•— * No caving observed during excavation. <br /> ti� e <br /> TEST PIT 2 <br /> 08� ' 0° .ss J5 Description <br /> FILL Brown SAND with pieces of class and pockets of organics,fine to coarse-grained, <br /> r moist, loose(FILL) <br /> _ Topsoil <br /> Rust-brown SAND with roots,fine to coarse-grained,moist, loose to medium-dense <br /> 5 ®; <br /> pD� <br /> 8 <br /> -0-, -becomes medium-dense, reduced roots <br /> v°o vo oo <br /> MMI ammonr <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 450 Seahurst Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> IJob 15186 I Date:May 2015 l Log TbRC `Plate: 3 <br />