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• <br /> Earth Solutions NW TEST PIT NUMBER TP-1 • <br /> Earth 1805-136th Place N.E.,Suite 201 <br /> Solution Bellevue,Washington 98005 PAGE 1 OF 1 • <br /> NW�ir Telephone: 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 /> EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: • <br /> EXCAVATION METHOD AT TIME OF EXCAVATION — • <br /> LOGGED BY BT$ „ CHECKED BY RAC AT END OF EXCAVATION — <br /> NOTES -Gravel!Rubble AFTER EXCAVATION ---- • <br /> El_ <br /> • <br /> W N 0-J MATERIAL DESCRIPTION • <br /> o a�Qz 0 • <br /> co <br /> 0 • <br /> Light brown to brown GRAVEL with sand and silt, loose to medium dense,moist(Outwash) <br /> GP- D°C <br /> GM °- <br /> C { <br /> C <br /> CG <br /> 3.0 <br /> Transitions to brown silty SAND,medium dense to dense, moist(Weathered Till) • <br /> -silty sand with gravel • <br /> 5 • <br /> • <br /> -becomes gray,dense to very dense • <br /> SM <br /> 01 <br /> • <br /> 10. 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 /> @ . <br /> 11/ <br /> • <br /> O • <br /> J . <br /> KQ@ . <br /> . <br /> • <br />