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• <br /> • g_2 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 1° 1 Drilling Method- Mud Rotary <br /> G nd tzlev 1e.5 <br /> s` rou anon(�) <br /> 'a$ .0 m ( I <br /> --0 As mete pavement(0 55 feet <br /> ' t r <br /> • <br /> W■3z . . Dark graytopray,sit/faverysNty.SAND - <br /> M S•1� b2 a wwi shel fragments(bus to very loose, • <br /> moist b weeps) « <br /> y.a -with wood debit, AID <br /> S-2]!2 b2 4 W'34 • <br /> .- <br /> S•3IT b2 1 <br /> --10 .. WU4O — <br /> : S-4� b2 1f •200a3e • <br /> S•61[ b2 3 substantial par0aly decomposed wood - <br /> —16 SP- Gray.tine SAND with alit and trace <br /> • SM 'd sed wood(very loose,wWtn eanno <br /> • } <br /> W■29 <br /> 5-01D a2 7 D S 96 - <br /> • : . . ' <br /> —20 tr.1/4:"—$15----4driyTaiatonwt"wns To7AVhliery_" <br /> SM loose,wet} - <br /> S•7 if 1 b2 1 GS 2 <br /> '• SP«• Gray.Wanly.Me to medium SAND with =, <br /> tl- ; . SM sill tmedtumdense.welligfe iaf advance <br /> g. outl ash} <br /> S•e� b2 21 W 18 s, <br /> �CBi_ i'aP""dray,One to medium b+ig a-ai t" <br /> - (dense,wet} <br /> S.p� tYl 44 W'23 - <br /> r <br /> —35 Baling Completed O2i07l03 — <br /> 'total Depth of Boring a 34.0 ft. ` <br /> i-- - <br /> ��qq-40 <br /> i- <br /> d Roles 1 Sttangraphlc contacts are based on INld interprsb6ona and are appro:knits - <br /> 2 Reference to the test of 0rts report Is necessary for I proper understanding of subsurface condmcns <br /> 3 Rater io'Solt Grist lcation System end Key figure for explanation of graphics and symbols <br /> PIgure <br /> North Marina Redevelopment Logof BoringB-2 <br /> • 14 I.ANL7u1V Everett,Washington ` A <br /> ASSOCIATES <br />