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i r - - M M N M — i M N i M r N i w 1 <br /> File:J.\_SEA11023361P411 0 23 3 6-P4 Test Pits.dwg Date:05-16-2019 Author:JRS <br /> a_ i <br /> 111SiHMF1 b1MLSt'3N,ING I JOB NO: 102336-P4 DATE: 4-23-2019 LOCATION: Everett, Washington <br /> 9iOT[CMpi0A1 4pn iRYSMRpM[Af CCf1•YLtAlli� RAFT <br /> LOG OF TEST PIT TP-3 PROJECT: Bay Wood Shoreline Restoration <br /> 43 c a i Sketch of North Pit Side Surface Elevation: Approx. Top of Bank <br /> SOIL DESCRIPTION m m n <br /> o c o E c Horizontal Distance in Feet <br /> O o O 0) 0 '0 2 4 6 8 10 12 <br /> 0 <br /> Brown, Poorly Graded Sand(SP); <br /> moist;trace silt;fine to medium <br /> sand;trace gravel; braided <br /> synthetic rope at 4'. <br /> Brown, Poorly Graded Sand with 2 <br /> Gravel and Cobbles(SP); moist <br /> trace silt;fine to medium sand; <br /> trace gravel; little cobbles. <br /> 1 <br /> () Red-brown, Silty Sand with Gravel <br /> and Cobbles(SM); moist; little <br /> subangular to subrounded gravel 4 <br /> and cobbles;one branch found at <br /> 6'. <br /> C) Gray, Well Graded Sand(SW); <br /> moist;trace silt;fine to coarse sand. <br /> 8 <br /> r <br /> b <br /> NOTES 10 <br /> to <br /> —n • Pit located 5'from top of bank. <br /> w • Composited environmental Sample <br /> o IV TP-3(6.0.7.0). 7 <br /> 0 <br /> [ 12 <br />