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Migizi Group,Inc. TEST PIT NUMBER TP-1 <br /> 201 160th St S Ste 401 <br /> I } Spanaway,WA 98387 PAGE 1 OF 1 <br /> � � <br /> Telephone: 253-537-9400 Figure A-2 <br /> Fax: 253-537-9401 <br /> CLIENT lnterwest 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 /> IEXCAVATION METHOD Steel Tracked Excavator V AT TIME OF EXCAVATION 10.00 ft Rapid seepage <br /> LOGGED BY ZLL CHECKED BY JEB AT END OF EXCAVATION --- <br /> NOTES AFTER EXCAVATION --- <br /> I w <br /> _ }X U <br /> Cl) _ <br /> 2 <br /> w F a 1 a O MATERIAL DESCRIPTION <br /> p r � <br /> 0.0 <br /> 0 (GP-GM)Gray/brown gravel with silt and fine to coarse sand comprised of recycled concrete/asphalt(dense,moist) <br /> I F- - �< (3-4 inch minus fill) <br /> 0 <br /> GP- <br /> o_ - GM0 <br /> 0 <br /> N , 2.0 <br /> Z (GP-GM)Black gravel with silt and fine to coarse sand and cobbles(medium dense,moist)(pit-run fill) <br /> (7, 2.5 ) < <br /> aES I o <br /> N 0 C <br /> H- - <br /> 0C <br /> FGP- <br /> - - GM 0c ( <br /> Z- - 0 <br /> ) c. < <br /> _ _ o <br /> Z 0 <br /> 5.0 n(Iy� <br /> O 5.0 <br /> m (SP)Gray fine to medium sand with some gravel(loose,moist) <br /> ' o - <br /> a <br /> u) <br /> a <br /> a <br /> O- - <br /> Y 7.5 <br /> w <br /> 0 <br /> I Y <br /> c- - SP <br /> m <br /> U- - <br /> 6 <br /> w <br /> w <br /> g i <br /> 6 10.0 <br /> Io <br /> - - <br /> o- <br /> 0 <br /> N 11.0 <br /> Brown fibrous peat(soft,wet) <br /> - <br /> 0 <br /> I 0 <br /> w- - — - <br /> c, <br /> 12.5 ' ``,, <br /> L <br /> (f), — -13.0 <br /> I °o Caving observed from 5 to 11 feet <br /> a Rapid groundwater seepage observed at 10 feet <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 J considered accurate to 0.5 foot. <br /> Bottom of test pit at 13.0 feet. <br /> W <br /> 0 <br /> LL <br /> 0 <br /> I O} <br /> a <br /> U <br />