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. <br /> 7 r <br /> o <br /> A A' <br /> cp- <br /> 05 -1.. g <br /> c al <br /> (D N <br /> G' °' 0- North South <br /> m i I <br /> 120— Existing residence 120 <br /> C) w - _ Top of slope _ <br /> c°n -°D v - - <br /> cn m 0, <br /> (n to 0 - - <br /> 5. <br /> ~' a- 90 B-1 90 <br /> °� a) _ 2 - <br /> 13 <br /> D o — 22 — <br /> D = � c 24 <br /> 0 - - <br /> :�. 32 <br /> 38°- Qva 20 <br /> 60 Groundwater Seepage 49 — 60 <br /> w _ _ <br /> ^F,, 0 CD 78 <br /> - <br /> m Z E — Railroad tracks — <br /> EH n (o 'X <br /> m` a a - Ditch • ? ? ?-- ? — - <br /> oN Z Q 30 30 <br /> i D rm - Qtb - <br /> G) u) to - - <br /> 0 <br /> m O Z — — <br /> 4 n 0 - — <br /> ut m Qs "I O — <br /> — <br /> > <br /> m <br /> mm 0 0 <br /> m3� o n <br /> 0 <br /> mn' 'Z Z 11 1 I 1 I I I I I 1 1 I i i I 1 1 I 1 1 I 1 1 I 1 1 I I I I 1 1 I 1 1 I 1 i I 1 1 <br /> 'f' • 0 30 60 90 120 150 180 210 <br /> --4 > <br /> N Distance (feet) <br /> Z Exploration <br /> 0 <br /> N Q <br /> N y <br /> m Boring Designation_ B-1 <br /> 7.723 <br /> c. < —23 f—SPT N-value <br /> rn Groundwater Level—4 1 _23 NOTES: <br /> 5 During Exploration —23 1) Stratigraphic conditions are interpolated between <br /> -23 the explorations. Actual conditions may vary. <br /> 0 0o Geologic Contact — ?— — —? 2) Elevations are approximate. <br /> z '< <br /> z (approximate) y <br /> r- x Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. <br /> N:\2016 NGA Project Folders\9452-16 Pearson Property Slope Stabilization Everett\Drafting\CS.dwg I 2 2 <br />