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Earth Solutions NW TEST PIT NUMBER TP-4 <br /> Earth 1805-136th Place N.E.,Suite 201 <br /> '.14) Bellevue,Washington 98005 PAGE 1 OF 1 <br /> i Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Polygon NW PROJECT NAME Eclipse Neighborhood <br /> PROJECT NUMBER 259&15 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 4/10/15 COMPLETED 4/10/15 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> LOGGED BY .A_ZS CHECKED BY SSR AT END OF EXCAVATION — <br /> NOTES Graded Soil AFTER EXCAVATION <br /> w <br /> a <br /> w • <br /> w TESTS ai O MATERIAL DESCRIPTION <br /> o a <br /> Z D 0 <br /> Brown silty SAND with gravel, loose to medium dense,moist(Fill) <br /> 44 <br /> *+*+ <br /> ♦•• <br /> +•+ <br /> 4++• <br /> •••. <br /> •• <br /> - SM $:+++ -becomes medium dense <br /> ♦*+** <br /> - - *+ <br /> VP. -trace organics <br /> 5 ++++++ <br /> *•*•*• <br /> Wood Shavings(Fill) <br /> •++• <br /> - - FILL •+*+*+ <br /> +•• <br /> ►+P+ <br /> _ _ +•+d' 8.0 <br /> for Brown silty SAND with gravel,dense to very dense,moist(Fill) <br /> - +•• -quarry spells <br /> +• <br /> 10 *ate++ <br /> •++••+ <br /> SM *+�+e+ <br /> ++ <br /> +++++ <br /> +*+4+ <br /> MC=25.70% °•+•+•• <br /> +•+•+ -6"organic silt lense <br /> ,n- - MC=71.20% <br /> '+*••13.0 -metal scraps <br /> ML 13 5 Gray SILT,medium dense,moist <br /> \Stump at BOH �r <br /> Test pit terminated at 13.5 feet below existing grade.No groundwater encountered during <br /> 8 excavation. <br /> Bottom of test pit at 13.5 feet. <br /> z <br /> 0 <br /> 0. <br /> 0 <br /> Fi <br /> 04 <br /> N <br /> J <br /> d <br /> r <br /> x <br />