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I <br /> PROJECT: Everett North Middle School JOB No. 6-917-181160-0 BORING No. B-2 I <br /> co <br /> Soil Description 0 w w tr o PENETRATION RESISTANCE Page 1 <br /> i-^ cn= -Iw -Iw zw A ® 0 <br /> o 5 Location: SE Corner of Athletic Field 5 a>- a CO D Q Standard Blows over inches Other of 1 <br /> ci Blows per foot3 <br /> Approximate ground surface elevation: -81.0 S 0 w `"z °� 0 10 20 30 40 50 TESTING <br /> 2.5-inches Grass/Topsoil over 1-Foot ♦♦♦♦♦ <br /> • <br /> Drainage SAND le N/E <br /> - — ♦•• ♦ <br /> Loose,wet,Brown intermixed with gray,fine ♦Q♦♦♦♦ <br /> sandy silt with scattered organics-topsoil(Fill) ♦eeeeee <br /> - - ♦e♦e♦e• <br /> Very soft,wet,dark gray to black organic layer o S-1 B <br /> (Relic Topsoil) i, ,i.1, N - A7- - 111 <br /> Stiff,moist,gray,mottled,fine sandy SILT <br /> - 5 - (Recessional Lacustrine) — - <br /> - - - S 2 iv. <br /> o <br /> o Becomes very stiff I <br /> z <br /> 2- - - _ - <br /> a. <br /> o S-3 <br /> I <br /> o its <br /> 0 <br /> Ni <br /> w <br /> a-10- - — - I <br /> 2 <br /> w <br /> ol- <br /> Becomes sandy SILT with less mottling and I <br /> cc some gravel <br /> Y- - _ <br /> -a <br /> m- - - o I <br /> S-4 <br /> n_ <br /> is <br /> &- - • A� _ <br /> x - <br /> I- <br /> cs-15— . .... . — - <br /> Li Dense,moist,gray,silty SAND with some <br /> z / • <br /> gravel(Advance Outwash) <br /> m- - Change in drilling action-gravels - - I <br /> i- <br /> 2- - - <br /> cr <br /> o I <br /> 0 <br /> (7 <br /> o- - _ o _ <br /> 8 S-5 <br /> z <br /> m <br /> , Boring terminated at approximately 19 feet <br /> N <br /> cc,-20— LEGEND 0 i 20 40 • 60 80 i 100 <br /> 2.00-inch OD Grain Size Plastic Limit MOISTURE CONTENT Liquid Limit, <br /> N No round�nater <br /> O T split-spoon sampler �/�encountered '��I�i Anarysis ? , <br /> (%fines shot,) amec foster wheeler 4 4.. <br /> 5 4020 Lake Washington Blvd NE,Ste 200 I <br /> ce Kirkland,WA 98033 <br /> 2 <br /> Drilled by: Geologic Dril Hammer Type: Cathead Date drilled: September 06,2016 Logged By: KHM <br /> Drilling Method: HSA <br />