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I <br /> IPROJECT: Everett North Middle School JOB No. 6-917-181160-0 BORING No. B-3 <br /> co H w Soil Description 0 0 w W w w z W - PENETRATIO RESISTANCE WO Q Page 1 <br /> w 9 Location: 17 Feet W.of Covered Play Area SW Corner in 0 2 0 Di a 2 o< Standard Blows over inches Other of 1 <br /> I p— U 2 a 1- a D CC 2 <br /> w Blows per foot <br /> Approximate ground surface elevation: -76.5 Cl) (.0Z 0 10 20 30 40 50 TESTING <br /> - 0 2-inches Asphalt over 1-Foot brown,gravelly <br /> SAND with trace silt(Fill) N/E <br /> I <br /> f Stiff,moist,gray,mottled,fine sandy SILT <br /> (Recessional Lacustrine) <br /> 1 - - - o - <br /> I- S-1 <br /> *ts <br /> Becomes very stiff with trace gravel <br /> - 5 - — - <br /> 1 - - � - <br /> S-2 <br /> 0- • A18 ta <br /> 0 <br /> I <br /> o Grades into sandy SILT with minor seams of <br /> fine sand <br /> z <br /> E_ - - _ - - <br /> co S-3 <br /> - - A24 <br /> - <br /> 0 <br /> Ni <br /> I a-10— • •• • <br /> — - <br /> Dense,moist,gray,gravelly silty SAND / <br /> w i (Advance Outwash) <br /> z- - Change in drilling action-gravels - - <br /> Y- <br /> o_ <br /> o <br /> I m- <br /> S-4 <br /> �°- • A45 Illia <br /> l -15- — - <br /> z Becomes very dense SAND with some silt and <br /> o- - trace gravels -I <br /> a <br /> o I - - <br /> °- <br /> (0 N. S-5 <br /> z <br /> 10 <br /> I m Boring terminated at approximately 19 feet <br /> • 5z ) <br /> N <br /> _?-20 LEGEND 0 20 40 60 80 100 <br /> 111 <br /> n i • i <br /> N 2.00-inch OD ® Plastic Limit MOISTURE CONTENT Liquid Limn <br /> No roundwater 200 Wash <br /> 1 split-spoon sampler /[ encountered (%fines shown) <br /> iii <br /> of Grain size amer foster wheeler ,;-:-4 <br /> z 'IEE Analysis _ <br /> I — (%finesshown) - <br /> 4020 Lake Washington Blvd NE,Ste 200 <br /> ce Kirkland,WA 98033 <br /> Y <br /> Drilled by: Geologic DrilI <br /> Hammer Type: Cathead Date drilled: September 06,2016 Logged By: KHM <br /> Drilling Method: HSA <br />