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• <br /> Earth Solutions NW TEST PIT NUMBER TP-2 <br /> Earth 1805-136th Place N.E.,Suite 201 <br /> • Solution Bellevue,Washington 98005 PAGE 1 OF 1 <br /> Val ItTelephone: 425-449-4704 <br /> • Fax: 425-449-4711 <br /> • CLIENT -American Property Development PROJECT NAME 3214 Broadway Avenue N. <br /> • PROJECT NUMBER 0599.05 PROJECT LOCATION Everett,Washington. <br /> DATE STARTED 11/19/14 COMPLETED 11/19/14 GROUND ELEVATION TEST PIT SIZE <br /> al EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: <br /> • EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> • . LOGGED BY BTS _ _ CHECKED BY_ RAC AT END OF EXCAVATION — <br /> • NOTES Gravel Rubble AFTER EXCAVATION — <br /> • ul _ . <br /> • i U <br /> w ai. J MATERIAL DESCRIPTION <br /> • az = 0 <br /> • 0 <br /> • Brown GRAVEL with sand and silt, loose to medium dense,moist(Outwash) <br /> - <br /> • <br /> O GP_ :et <br /> • GM ) <br /> oA <br /> • IC <br /> , ;3_0 -increased silt and sand <br /> • '-�- - Brown silty SAND with gravel,medium dense,moist(Weathered Till) <br /> • -- I <br /> • 5 <br /> • <br /> • - _ (.�I__ -becomes gray,medium dense to dense(unweathered till) <br /> • SM _ <br /> • <br /> • <br /> • - _ 1 .1.. <br /> • TD 10.0 <br /> • Test pit terminated at 10.0 feet below existing grade.No groundwater encountered during excavation. <br /> Bottom of test pit at 10.0 feet. <br /> • <br /> • <br /> • <br /> • <br /> • er <br /> • <br /> (74 <br /> • <br /> • 41 <br /> FL <br />