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Earth Solutions NW TEST PIT NUMBER TP-2 <br /> E drill 1805-136th Place N.E.,Suite 201 <br /> `i41Il1tI4 11 Bellevue,Washington 98005 PAGE 1 OF 1 <br /> Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> PROJECT NUMBER ES-6067 PROJECT NAME Colby Short Plat <br /> DATE STARTED 5/15/18 COMPLETED 5/15/18 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> LOGGED BY TJD CHECKED BY RAC AT END OF EXCAVATION --- <br /> NOTES Depth of Topsoil&Sod 2"-6":grass AFTER EXCAVATION -- <br /> a. <br /> N <br /> J03 TESTS N °- MATERIAL DESCRIPTION <br /> 0 Z <br /> 0 <br /> TPSL='''' '�0.5 Dark brown TOPSOIL,scattered roots to 3' <br /> Brown silty SAND with gravel,loose to medium dense,damp to moist <br /> 1.0 <br /> -becomes brownish gray <br /> MC=11.00% <br /> -iron oxide staining <br /> -becomes gray,medium dense to dense,large root at 2.5' <br /> - - MC=9.10% <br /> SM -becomes dense,weakly to moderately cemented <br /> 5 <br /> 7.0 <br /> MC=6.80% — Test pit terminated at 7.0 feet below existing grade.No groundwater encountered during <br /> excavation.No caving observed. <br /> Bottom of test pit at 7.0 feet. <br /> 0 <br /> t <br /> Co <br /> a <br /> 0 <br /> J <br /> f.. <br /> LU <br /> W <br /> X <br /> w <br />