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• <br />• Earth Solutions NW TEST PIT NUMBER TP-3 <br />• Earth 1805-136th Place N.E.,Suite 201 PAGE 1 OF 1 <br /> Iution. Bellevue,Washington 98005 <br /> i i t Telephone: 425-449-4704 <br />�i Fax: 425-449-4711 <br /> `0 CLIENT Polygon NW PROJECT NAME Eclipse Neighborhood <br />• PROJECT NUMBER 2598.15 PROJECT LOCATION Everett,Washington <br /> 410 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 AZS CHECKED BY SSR AT END OF EXCAVATION — <br />• NOTES Grass AFTER EXCAVATION — <br /> W <br />• = N0 <br /> W <br />• w- g TESTS q MATERIAL DESCRIPTION <br /> 0 d n <br /> QZ = O <br /> cn <br /> O <br /> 4•4•4 Brown silty SAND with gravel,medium dense to dense,moist(Fill) <br /> w - s4e a <br /> •+.4 <br /> 44+,•P4. <br /> +4♦ <br /> 4eV*. <br /> 44 <br /> • <br /> • _ - <br /> 4 <br /> SM +4++ <br /> 444• <br /> 40. <br />• .,4444 <br /> ♦444, <br /> 410 <br /> +epp@ -asphalt <br /> 5 ♦♦4♦♦ <br />• 4 <br /> 4+ <br /> ••4444:&Q <br /> - MC • <br /> =49.30% •++♦•' Brown organic SILT,loose,moist(Fill) <br /> OL 44• <br /> _ 4444•7A <br /> 4♦..+ Brown silty SAND with gravel,dense to very dense, moist(Fill) <br /> •+44• <br /> • _ r a4�++4 <br /> ♦4♦•°4 4 -wood debris <br /> 4♦• <br /> ♦s44• <br /> • • <br /> 4+, <br /> 4♦4i <br /> 10 •4♦+;+i. -concrete,quarry spalls, brick fragments <br /> d4♦4440 , <br /> _ SM ++44 <br /> ....4444; <br /> 4 4+4+4 <br /> +♦4 <br /> d... <br /> 444...: <br /> 4 <br /> _ _ 4• • • <br /> ..+. <br /> • <br /> • <br /> +•+y -brown organic silt tense 6"-8"at 13' <br /> 0. <br /> � - MC=55.30% 64414.0 <br /> , <br /> • Gray SILT, medium dense,moist <br /> • 15 <br /> ML <br /> C.6 -scattered wood fragments, roots <br /> to <br /> • P5 <br /> o� _ 16.0 <br /> . Test pit terminated at 16.0 feet below existing grade.Na groundwater encountered during <br /> excavation. <br /> • Bottom of test pit at 16.0 feet. <br /> e ! <br /> • m <br /> • 1 <br /> 0 <br /> 0 <br />