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TEST PIT(TP)1 <br /> Depth(feet) Soil Description <br /> 0.0—2.0 Brown,silty sand fill, damp, loose. [FILL] <br /> 2.0—2.5 Remnant topsoil <br /> 2.5—4.0 Reddish brown, slightly silty SAND.with roots, fine-to medium-grained, moist, loose to medium-dense. <br /> [SP/SM] <br /> 4.0-6.0 Gray-brown, silty sand,fine-to medium-grained,moist, dense(Sandy Glacial Till)[SM] <br /> Test Pit was terminated at a depth of 6.0 feet on December 21,2015. <br /> No groundwater seepage was observed in the hole. <br /> TEST PIT(TP)2 <br /> Depth(feet) Soil Description <br /> 0.0—3.0 Brown,silty sand fill, damp, loose. [FILL] <br /> 3.0—5.0 Grayish brown, slightly silty SAND,fine-to medium-grained, moist, medium-dense. [SP/SM] <br /> -becomes dense at 5 feet. <br /> Test Pit was terminated at a depth of 5.0 feet on December 21,2015. <br /> No groundwater seepage was observed in the hole. <br /> TEST PIT(TP)3 <br /> Depth(feet) Soil Description <br /> 0.0—1.0 Brown,silty sand fill, damp,loose. [FILL] <br /> 1.0—3.0 Grayish brown, silty SAND,fine-to medium-grained, moist,dense [SM] <br /> Test Pit was terminated at a depth of 3.0 feet on December 21,2015. <br /> No groundwater seepage was observed in the hole. <br /> Note-Letters in brackets[]denote USCS soil designation. <br /> „ GEOTECH Test Pit Logs <br /> 4729 View Drive <br /> CONSULTANTS,INC. Everett,Washington <br /> Job I Date: Scale; Plate: <br /> 16005 I Jan. 2016 I Not to Scale 3 <br /> GEOTECH CONSULTANTS,INC. <br />