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BORING LOG NO. B-7 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 /> o LOCATION See Exhibit A-2 w ODIAF :Li- w <br /> z <br /> U Latitude:47.9208°Longitude:-122.2286° -1 Q w H-, a m w Z F <br /> a a > j ofg ¢� z <br /> Approximate Surface Elev:562(Ft.)+/- o a m Q w a cn z 3 0 ce <br /> 30 0 a <br /> DEPTH ELEVATION(Ft.) <br /> �4 A P ALT,3 1/2-inch asphalt layer i F+.S+/ <br /> ,•iA 1.0 SILTY SAND WITH GRAVEL(SMI,dark brown 561+/- — <br /> �_ (FILL) / <br /> SILTY SAND WITH GRAVEL(SM),coarse to medium grained,light — <br /> •®a gray/brown,very dense,moist <br /> .. . hard drilling between 1 and 2 1/2 ft. <br /> co . X <br /> a t• - 18 23-26-28 S-1 8 <br /> (WEATHERED GLACIAL TILL) N=54 <br /> o • — <br /> 'r • 5.0 557+/- <br /> 5 <br /> SILTY SAND WITH GRAVEL(SM),coarse to medium grained,light <br /> W : •®' gray,very dense,moist to wet — X 1110-28-30 S-2 <br /> a .• .0. N=58 <br /> a <br /> z' •,o' - <br /> ': ® X1821 26 27S-3 <br /> � N=53 <br /> 0- -x- <br /> •'® light gray to dark tan,moist 1 <br /> 18 20-20-33 S-4 <br /> w .: .®� — N=53 <br /> U <br /> m <br /> '®. w <br /> o 15- <br /> (GLACIAL TILL) <br /> o • ®I 12 10-25-37 S-5 <br /> ®: — N=62 <br /> re • .4 <br /> a • <br /> g ®' <br /> - <br /> • <br /> w .' i _ 7 <br /> a •• •® — <br /> m :'. <br /> a ®4 20— <br /> 5 ®. 8 18 50/3" S-6 <br /> E . 20.8 541 5+/- , N=50/3" , <br /> o Boring Terminated at 20.75 Feet <br /> 0 <br /> u. <br /> LL <br /> 0 <br /> w <br /> a Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic <br /> m <br /> a <br /> a <br /> w <br /> co Advancement Method: See Exhibit A-3 for description of field Notes: <br /> 4 1/4"Hollow Stem Auger 'procedures. <br /> 0 <br /> 7 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 /> zo Boring backfilled with Auger Cuttings and/or Bentonite abbreviations. <br /> Surface Capped with Asphalt <br /> o WATER LEVEL OBSERVATIONS <br /> 0 Boring Started:01-10-2018 Boring Completed:01-10-2018 <br /> - While drilling lierracan <br /> °m Measured with water meter Drill Rig:Model B-61 Driller:Environmental Drilling,Inc <br /> N 21905 64th Ave W Ste 100 <br /> H Mountlake Terrace,WA Project No.:81185002 Exhibit: A-10 <br />