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Earth Solutions NWII I TEST PIT NUMBER TP-4 <br /> { <br /> Linn 1805-136th Place WE-Suite 201 <br /> utiO tt,` Bellevue,Washington 98005 PAGE 1 OF 1 <br /> Will Telephone: 425-4494704 <br /> Fax: 425-4494711 <br /> CLIENT Habitat for Humanity of Snohomish County PROJECT NAME Twin Creeks Villa•e <br /> PROJECT NUMBER 5168 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 3/29/17 COMPLETED 3/29/17 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD-. AT TIME OF EXCAVATION -- <br /> LOGGED BY AZS CHECKED BY HTW AT END OF EXCAVATION <br /> NOTES Depth of Topsoil&Sod 2":grass AFTER EXCAVATION — <br /> LU <br /> >- U <br /> a+K" TESTS 0 n.O MATERIAL DESCRIPTION <br /> Brown silty SAND,medium dense,moist(Fill) <br /> SM <br /> 4ss +1.o <br /> Brown silty SAND with gravel,medium dense,moist <br /> -roots <br /> MC=33.20% <br /> -becomes gray <br /> SM -light groundwater seepage <br /> 5 <br /> -becomes dense <br /> -weakly cemented <br /> MC=12.10% g,o [USDA Classification:gravelly fine sandy'LOAM] <br /> Fines=26.00%p Test pit terminated at 8.0 feet below existing grade due to refusal on very dense till. <br /> Groundwater seepage encountered at 5.0 feet during excavation. No caving observed. <br /> Bottom of test pit at 8.0 feet. <br /> 0 <br /> �F <br /> a <br /> Ci <br /> W <br /> Z <br /> W <br />