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M MN I M I MN Mill - I 1 M l I 1 1 O M w 1 <br /> File:J:\ SEA\102336\P4\102336-P4 Test Pits.dwg Date:05-16-2019 Author:JRS <br /> ... 11111" t1Ft&MLLR3O 1"t C111 AFT JOB NO: 102336-P4 DATE: 4-23-2019 LOCATION: Everett, Washington <br /> LOG OF TEST PIT TP-6 PROJECT: Bay Wood Shoreline Restoration <br /> a� c a Sketch of North Pit Side Surface Elevation: Approx. Top of Bank <br /> 0 cp SOIL DESCRIPTION i <br /> ° Horizontal Distance in Feet <br /> rn 0 0 2 4 6 8 10 12 <br /> 0 <br /> Brown, Sandy Silt(ML); moist;trace <br /> gravel and cobbles. <br /> Brown, Poorly Graded Sand with <br /> Silt(SP-SM); moist;few gravel. <br /> Gray, Well Graded Sand(SW); 2 <br /> trace silt,few gravel;trace cobbles. <br /> ) Gray, Well Graded Sand(SW); ( } <br /> trace silt;few gravel;trace cobbles; <br /> 6"layer of wood at 5.0-5.5', mostly <br /> small pieces<4", one large piece at 4 <br /> 6"dia. <br /> 6 <br /> aji <br /> s <br /> ca.:aa t ww. 't^. 10 <br /> NOTES l( <br /> -ns Pit located 4'from top of bank. <br /> `= + Composited environmental Sample <br /> o N TP-6(4.0-10.0). <br /> 0 <br /> 12 <br />