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A' <br /> North South/West <br /> East <br /> Bend in <br /> Profile <br /> 40 I 40 <br /> B-2 B-1'S Approximate Existing <br /> tP q zo as 44's) <br /> Ground Surface <br /> 20 20 <br /> ®GRAB <br /> -G A9 <br /> � 2 m GRAB s <br /> I S <br /> H{ I6 Hf <br /> Is I3 <br /> y 0 _ _. —q 16 ? ? ? ? Is ? 0 <br /> He —? Iy ? u <br /> 0 4 I3 I3 0 <br /> o m <br /> ami He - I33 He g I37 d <br /> W ? w <br /> y 4. I17 ? as ? m <br /> w -20 -20 m <br /> E <br /> 9 ' I45 ' _o Hb I� e <br /> 2 <br /> n I57 ;IB9111• <br /> Q 0pnf C <br /> xwn � In <br /> m <br /> 4 Opnf <br /> t <br /> I63 <br /> � 88110' <br /> -40 n -40 <br /> m OB-15-12 <br /> ,mac : Ise REV 1 <br /> q 176 <br /> 7 7 <br /> 0pnl 0&14-12 <br /> -60 REV 1I 1 1 1 1 1 1 1 1-60 <br /> 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+0011+15 <br /> Segment C .l„ Segment D -� <br /> Stationing in Feet <br /> 0 20 40 0 50 100 <br /> Vertical Scale in Feet Horizontal Scale in Feet <br /> o Vertical Exaggeration=2.5X <br /> LEGEND <br /> Shannon&Wilson Dames&Moore <br /> - B-1 B—Boring Designation DM-5-64—Boring Designation <br /> (Prof 44'S) Projected Distance (Prq.t1 E)—Projected Distance <br /> 14th St&16th St-Marina District <br /> NOTES -GRA-Grab Sample Port of Everett <br /> 1. This subsurface profile is generalized from USCS Symbol Everett,Washington <br /> ry materials observed in soil borings.Variations Standard Penetration Test 1, Dames Moore Sample <br /> o may exist between profile and actual Geologic Unit�> I60 Blows/Foot or <br /> conditions. Designation �50��—Blows/inches Driven GENERALIZED SUBSURFACE <br /> I 233-inch O.D.Split Spoon Sample Approximate <br /> 2. See text of report for a description of the Approximate <br /> ? Geologic Contact PROFILE A-A' <br /> geologic units(e.g.Hf.He,Hb,Qpnfi. Geologic Contact <br /> Bottom of Boring Bottom of Boring January 2014 21-1-21761-003 <br /> 08-15-12 Date Completed 01-01.64 Date Completed SHANNON&WILSON,INC. I FIG.3 <br /> ceolecm:cal alw e�hroomema:censm:ams Sheet 2 of 2 <br />