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I <br /> IPROJECT: Everett North Middle School JOB No. 6-917-181160-0 BORING No. 8-5 <br /> Soil Description y 0 w w w z W - PENETRATION RESISTANCE Q Page 1 <br /> w WP <br /> w Location: 24 Feet.E/NW of SW Parking Lot N.Edge a�i - a o a Standard Blows over inches Other of 1 <br /> Ip U Q Q Blows per foot <br /> - O Approximate ground surface elevation: -76.0 co 0co co z 0 0 10 20 30 40 50 TESTING <br /> 1-inch Grass/Topsoil over 3-inches •S� <br /> Permeable Pavers over 8-inches Brown •��� N/E <br /> - __ gravelly SAND(Fill) J ��%%i - <br /> Stiff,moist,dark gray to black,fine sandy SILT •i�ii� <br /> with numerous organics(Fill) Q <br /> • <br /> ppp� <br /> a S-1A <br /> OOO• <br /> Very stiff,moist,light gray,mottled,fine sandy g S-1 B A16 <br /> I - - SILT(Recessional Lacustrine) . <br /> - 5 - — - <br /> 1 - o - <br /> _ r- S-2 <br /> . ql15 70 <br /> a <br /> Io Heavy mottling from 7 to 9 feet <br /> 1- <br /> z <br /> E- - - o - - <br /> N. S-3 <br /> I <br /> - - - <br /> icg •A16 <br /> 0 <br /> Ni <br /> w <br /> I _ '° <br /> - — <br /> 2 <br /> 1 <br /> - <br /> Becomes less mottled with minor interbedded <br /> I - seams of SAND - <br /> - <br /> ..., <br /> a. <br /> o <br /> m- <br /> = n S-4 <br /> 19 <br /> . <br /> i- <br /> I ? - 15- - — <br /> 0 <br /> z Very dense,moist,silty SAND with trace gravel <br /> z <br /> Im- - (Advance Outwash) - <br /> a <br /> w - <br /> o - <br /> o_ <br /> c� I- S-5 <br /> z <br /> Icoo • A50��I <br /> n Boring terminated at approximately 19 feet <br /> N <br /> 40?403-20 LEGEND 0 20 40 60 80 100 <br /> I • <br /> o Plastic Limit MOISTURE CONTENT Liquid Limit <br /> 2.00-inch OD 200 Wash <br /> split-spoon sa No r ntered ter <br /> O III r N/�encountered (%fines shown) } <br /> 0 ---., Grain Size c foster wheeler <br /> O 1 Analysis <br /> Z — (%fines shown) <br /> Y 4020 Lake Washington Blvd NE,Ste 200 <br /> g Kirkland,WA 98033 <br /> Y <br /> I <br /> Drilled by: Geologic Dril Hammer Type: Cathead Date drilled: September 06,2016 Logged By: KHM <br /> Drilling Method: HSA <br />