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Earth Solutions NW TEST PIT NUMBER TP-5 <br /> 1805-136th Place N.E.,Suite 201 PAGE 1 OF 1 <br /> ''4 J I 1 J t r 4 i n Bellevue,Washington 98005 <br /> 11.1101r,i' 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 6":crass AFTER EXCAVATION — <br /> a. <br /> _ w vi v <br /> 1 TESTS a.8 MATERIAL DESCRIPTION <br /> QZ 0 <br /> 0 <br /> TPS ++s,•a 0 5 Dark brown TOPSOIL,scattered roots to 5'(Fill) <br /> —- • Dark brown silty SAND with gravel, loose to medium dense,damp to moist(Fill) <br /> MC=10.60% SM ••+•• <br /> +•4•+,2.0 -copper wire <br /> TPSL -`2.5 Relic TOPSOIL horizon <br /> Brown silty SAND with gravel,loose to medium dense,moist <br /> - <br /> MC=14.60% <br /> w - -iron oxide staining <br /> 5 SM -becomes gray <br /> -becomes medium dense to dense <br /> - MC=15.00% <br /> MC=12.90% 7.0 <br /> 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 /> O. <br /> c7 <br /> y�q <br /> WyJ <br /> N <br /> W <br /> Yi <br />