Laserfiche WebLink
Test Pit Lo�s <br /> 310 Casino Road <br /> Everett,Washinb on <br /> Test Pit 1 <br /> 0.0 — 0.5 feet Topsoil <br /> 0.5 — 3.0 feet Orange, graveily, siity SAND, fine-grained, dry, loose [SM] <br /> 3.0 — 9.0 feet Brown, gravelly SAND with occasional til( chunks, medium- to coarse- <br /> grained, damp, very dense (Outwash) [SW] <br /> -becomes grayish brown below 5.0 feet <br /> No groundwater at time of excavation. <br /> Test Pit 2 <br /> 0.0 — 0.5 feet Topsoil <br /> 0.5 — 3.0 feet Orange, gravelly, silty SAND, fine-grained, dry, loose [SM] <br /> 3.0 —6.0 feet Brown, gravelly SAND with occasional till chunks, medium- to coarse- <br /> grained, damp, very dense (Outwash) [SW] <br /> 6.0 — 10.0 feet Gray SAND intermixed with silt, fine-grained, moist, dense [SP-SM] <br /> No groundwater at time of excavation. <br /> Test Pit 3 <br /> 0.0 — 0.5 feet Topsoil <br /> 0.5 —2.0 feet Orange, gravelly, silty SAND, fine-grained, dry, loose [SM] <br /> 2.0 — 5.0 feet Brown, gravelly SAND with occasional till chunks, medium- to coarse- <br /> grained, damp, very dense (Outwash) [SW] <br /> 5.0— 10.0 feet Gray slightly silty SAND intermixed with silt and chunks of glacial till, fine- <br /> grained, moist, dense [SM] <br /> No groundwater at time of excavation. <br /> ; -� ; <br /> GEOTECH CONSULTANTS,INC. <br />