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File:J:\ SEA\102336\P4\102336-P4 Test Pits dwg Date:05-16-2019 Author:JRS <br /> SHANNON&WILSON,INC, JOB NO: 102336-P4 DATE: 4-23-2019 LOCATION: Everett, Washington <br /> =i��a,o.. . . ..o...,..... ...�a..�..... DRAFT <br /> LOG OF TEST PIT TP-2 PROJECT: Bay Wood Shoreline Restoration <br /> L c a U_ Sketch of North Pit Side Surface Elevation: Approx. Top of Bank <br /> SOIL DESCRIPTION C r <br /> 0 0. Horizontal Distance in Feet <br /> 0 0 2 4 6 8 10 12 <br /> 0 <br /> 0 Gray-brown, Poorly Graded Sand 0 <br /> with Silt(SP-SM); moist;fine to <br /> medium sand; few rounded to (D <br /> rn <br /> angular gravel, 0-0 <br /> ('2) Gray, Poorly Graded Sand with Silt; C 2 <br /> Gravel and Cobbles(SP-SM); Z <br /> moist; fine to coarse sand; few <br /> gravel; little woody debris; little <br /> subrounded to subangular gravel <br /> and cobbles; 2"metal strap at 3'. 2 <br /> ("3" 4 <br /> Gray, Well Graded Sand(SW); <br /> moist; trace silt; fine to coarse sand; <br /> little wood debris; 2 abandoned <br /> wires and 1"diameter metal pipe at <br /> 7' <br /> ;� 6 <br /> 8 <br /> r Y. <br /> NOTES 10 <br /> s <br /> • Pit located 5'from top of bank. <br /> ='US • Composited environmental Sample <br /> N TP-2(2.5-10.0). <br /> 0 <br /> 12 <br />