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Spanaway,Migizi GroupWA, Inc.98387 TEST PIT NUMBER TP-3 <br /> 201 160th St S Ste 401 <br /> PAGE 1 <br /> �i l�� <br /> Telephone: 253-537-9400 <br /> Fax: 253-537-9401 Figuree 1 A-4 <br /> CLIENT Interwest Construction Co. PROJECT NAME Everett Contractor Yard Site Improvements <br /> I PROJECT NUMBER P2184-T20 _ PROJECT LOCATION 2320 Railway Avenue, Everett,WA 98201 <br /> DATE STARTED 9/17/20 COMPLETED 9/17/20 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR Client Provided GROUND WATER LEVELS: <br /> I <br /> EXCAVATION METHOD Steel Tracked Excavator V AT TIME OF EXCAVATION 11.00 ft Rapid seepage <br /> LOGGED BY ZLL CHECKED BY JEB AT END OF EXCAVATION --- <br /> NOTES AFTER EXCAVATION --- <br /> U <br /> f-^ w m U a c� <br /> w E O MATERIAL DESCRIPTION <br /> 0 <br /> r <br /> 0.0 <br /> Asphalt millings <br /> ° (GP-GM)Gray/brown gravel with silt and fine to coarse sand and cobbles(medium dense,moist)(pit-run fill) <br /> �� <br /> �o�Q <br /> I <br /> �` �_::2.5 0' <br /> iii II I <br /> Grades to light brown <br /> _:: <br /> GM <br /> - - <br /> a i'ya <br /> - - �o D <br /> - - o a <br /> 5.0 <br /> c:0.6 <br /> (GP)Dark gray gravel(medium dense,moist)(4-8 inch quarry spalls) <br /> ~- - GP )�c< <br /> a <br /> Ic) 6.5 <br /> C i i <br /> I (SP)Gray fine to medium sand with some gravel(loose,moist) <br /> Y 7.5 <br /> w <br /> 0 <br /> Y <br /> m <br /> Q <br /> U- - <br /> co <br /> w <br /> co <br /> cc <br /> cn <br /> 6 10.0 <br /> SP <br /> Io - <br /> o- <br /> FV <br /> I0 <br /> CD <br /> w - <br /> a-' <br /> (,. 12.5 <br /> E <br /> N 13.0 <br /> I °o Caving observed from 6.5 to 13 feet <br /> a Rapid groundwater seepage observed at 11 feet <br /> — <br /> m The depths on the test pit logs are based on an average of measurements across the test hole and should be <br /> I z J considered accurate to 0.5 foot. <br /> Bottom of test pit at 13.0 feet. <br /> w <br /> 0 <br /> w <br /> 0 <br /> I <br /> a <br /> O <br /> U <br />