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- <br />BORING. NO. <br />3 <br />Logged By _...M <br />Date 12/ 5 87 <br />ELEV. 17.5'±* <br />Graph <br />US <br />�S_ <br />Soil Description <br />Depth <br />eft•) <br />Sample <br />Blows <br />W <br />(96) <br />Ft. <br />sp <br />Brown SAND, little gravel, wet (fill) <br />22 <br />15 <br />5 <br />Z <br />I <br />15 <br />P <br />27 <br />12 <br />42 <br />13 <br />sm <br />Gray silty SAND, wet, medium dense. <br />fill r.. . <br />ml <br />Dark gray sand SILT, soft, low <br />a <br />�• <br />5 <br />SM <br />Graysilt SAND, <br />y little wood, saturated, <br />10 <br />medium dense <br />� <br />17 <br />5 <br />32 <br />41 <br />- <br />ml <br />Dark gray sandy SILT with some wood <br />fragments, soft to medium stiff, <br />15 <br />79 <br />saturated, low plasticity <br />P <br />11 <br />46 <br />qu 0.5tsf <br />�: •••::• • <br />20 <br />"'g'•'• <br />•• <br />sp <br />Gray -brown SAND, trace gravel, trace <br />• <br />''••;;; <br />silt, saturated, medium dense to very <br />= <br />36 <br />21 <br />' "'• <br />dense <br />25 <br />: <br />;.•; ::::: <br />- gravel <br />;;••;:::: <br />50/5" <br />20 <br />-30 <br />"'''•"' <br />50/5" <br />48 <br />Boring terminated at 33.5 feet below existing grade. No groundwater <br />encountered during drilling. Boring backfilled with cuttings. <br />Subsurtaq Condaions depCW nprs"M Our ftserv.tione W the of" am Wealion of this s:pteraeay hole. nrodUied by ahpinarrino teats. an41r54. and <br />progement They ate not necessati r represaaatme of of# 1wnes and wcatoona. ft canna accept ►espon"day la IM use er iraerpretahon by others of <br />ins amson paw" on ON 4 <br />BORING LOG <br />Earth <br />PIONEER MARINE PLAZA <br />• Consultants Inc. <br />EVERETT, WASHINGTON' <br />G&otechnical Engineering and Geology <br />Proj. No. 3692 <br />Date Jan' 88 ]Plats <br />6 <br />