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BORING LOG NO. B,4 Page 1 of 1 <br /> PROJECT: CFT Retail Everett,WA CLIENT: CFT NV Developments LLC <br /> Rosemead,CA <br /> SITE: 8417b Evergreen Way <br /> Everett,WA <br /> 0 LOCATION See Exhibit A-2 _ W Z wa F o co <br /> 11- <br /> Latitude:47.9203°Longitude:-122.2284° ..< ~ F a m Z <br /> > ¢w z <br /> Approximate Surface Elev:560(Ft.)+/- o m Q w w z O00 w <br /> DEPTH ELEVATION(Ft.) <br /> O a <br /> A P ,2-inch asphalt layer <br /> SILTY SAND WITH GRAVEL(SMI,dark brown,medium dense,moist _ <br /> (FILL) X <br /> ;Tr 5 N7-4 <br /> S-1 13 20 <br /> 4 ui <br /> a o.!5.5 554.5+/- 5 44 1-5-20 S-2A - 8 <br /> W ; SILTY SAND WITH GRAVEL(SMI,light gray with rust staining, N=21 <br /> ••a. 6.5 medium dense,moist 553.5+/- 7 S-2B <br /> (WEATHERED GLACIAL TILL) <br /> oBoring Terminated at 6.5 Feet <br /> 0 <br /> cc <br /> cc <br /> w <br /> O <br /> Ui <br /> w <br /> w <br /> w <br /> L, <br /> LL <br /> 0 <br /> N <br /> 0 <br /> 0 <br /> OD <br /> 0 <br /> WSJ <br /> 0 <br /> Z <br /> O <br /> J <br /> a <br /> 0 <br /> w <br /> 0 <br /> 0 <br /> 0 <br /> a <br /> w <br /> J <br /> z <br /> Z_ <br /> 0 <br /> 0 <br /> O <br /> U. <br /> U. <br /> 0 <br /> w <br /> Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic <br /> o_ <br /> w <br /> LL Advancement Method: See Exhibit A-3 for description of field Notes: <br /> 4 1/4"Hollow Stem Auger procedures. <br /> See Appendix B for description of laboratory <br /> procedures and additional data(if any). <br /> zAbandonment Method: See Appendix C for explanation of symbols and <br /> Boring backfilled with Auger Cuttings and/or Bentonite abbreviations. <br /> CO <br /> Surface Capped with Asphalt <br /> WATER LEVEL OBSERVATIONS <br /> z Boring Started:01-10-2018 Boring Completed:01-10-2018 <br /> 0 <br /> co <br /> 1 !rracI3rIDrilling, <br /> Drill Rig:Model B-61 Driller:Environmental Inc. <br /> 21905 64th Ave W Ste 100 <br /> Mountlake Terrace,WA Project No.:81185002 Exhibit: A-7 <br />