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PROJECT: Johnson Residence ill n JOB NO. J-1280 - dORING 8-1 PAGE 1 OF <br />Location: 4801 Harbor Lane - Everett, Washington Approximate Elevation: Slle Specific Elevation, 93 feet <br />Soil Description <br />penetration Resistance <br />a <br />5Do <br />; <br />Standard 111owa pw foot Dow <br />t <br />t- <br />0 10 20 30 40 50 <br />Vary loon, moist to wall, brown, silty SAND with soma <br />S_1 <br />i <br />2 <br />root: and trace gravel (Topsolp. <br />Very Boll. moist to wet, Drown, sandy SILT to very loose <br />S „ <br />silty SAND with trace gravel and orgeno (NI). <br />A..............! . �. <br />..... ...... ........._ ..... ......... -..... _. .......... <br />.. <br />3 <br />5 <br />4 moist to we4 dark brown. sandy SILT to loose silty <br />S-3 <br />. : <br />5 <br />ANDwiM lrece revel ando anks (rollolo ) <br />Loose, moist to wet, mottled light broom. silty SAND <br />with some gravel. <br />___._ _.__._ <br />__.- _ <br />;-.. _ ...... ....: _.. <br />.;.a-•••i•••••f•-•--t�.-...-j••-•-i-...%.....:.-... <br />. <br />10 <br />S•5 <br />:A Iq <br />7 <br />Medium donee, wat, brown, One to medium SAND with <br />° : <br />13 <br />trace to some sit and ravel <br />q--- <br />_.. <br />: <br />......;...y.....p....1...........:..............;..... <br />15 <br />............................................... <br />Dense to very dense, wet to saturated, light brown, fine <br />to medium SAND with trace to some sit and trace <br />._ <br />_..... <br />...... ._ <br />-- •-• <br />_ <br />Sa <br />S-e <br />S 9 <br />AM <br />............:.....i........ <br />j j r: i i <br />...........1.....t..........:........{....:.....;..... <br />, <br />...........t.....t........ �.. -• <br />... .. <br />.....a.... .... .........:.... <br />31 <br />75 <br />57 <br />20 <br />Boring completed at 21.5 het on 122102. <br />Groundwater encountered at 20 feel at time of drilling. <br />�25 <br />Explanation a 10 20 30 40 So <br />Monitoring Well Key <br />I2-inch O.D. split spoon sample p Clean Send Moisture Content <br />3-inch LD Shelby tube sample lM Cuttings elastic Laert wear LIPae Lava <br />22 l M <br />® No Recovery Bentonite I <br />M Grout <br />V <br />Groundwater level at time of drilling <br />AM or date of measurement IB Screened Casing <br />Zipper Zeman Associates, Inc. <br />BORING LOG <br />Figure A 1 <br />Geotechnlcel 8 Environmental Consultants <br />Date Drilled: IM M2 <br />Logged By: GD! <br />N <br />