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A A' • <br /> 0 <br /> 0.) co m West East <br /> I I <br /> 120 120 <br /> p N <br /> CJ < iv - <br /> - - <br /> aOD D c — <br /> — <br /> cn O cn - - <br /> vn 3 m — Alleyway - <br /> 90 90 <br /> °' [Ft R 1st Street - <br /> D Q - <br /> rvrn — I — <br /> D = n v <br /> o = ° - 20° - <br /> z v 0 _ <br /> 60 — 60 <br /> w <br /> �, - - <br /> pf� m _ 0° - <br /> a,8 E — Qvt <br /> mDsm — <br /> nm Z o - - <br /> 'm o y 2 L <br /> Z Q 30 — 30 <br /> i i ar - - <br /> i o z _ -'' 4 - <br /> 9. m e —_ <br /> a ri a -y mtiJ — � <br /> t, —1 Q — — <br /> ci to m Q : ��., 0 <br /> ri°f 0 _ n <br /> Tmz1S z z tilt t t l t t l 1 t I t I t I t t I I I l t t <br /> m" �' • 0 30 60 90 120 150t l l t t 180t t <br /> 210 <br /> ' cn r <br /> Distance (feet) <br /> Exploration <br /> v <br /> CB la) <br /> m m Test Pit Designation --j TP-1 <br /> o 73 <br /> m <br /> NOTES: <br /> w+ Groundwater Level—> y <br /> During Exploration 1) Stratigraphic conditions are interpolated between <br /> the explorations. Actual conditions may vary. <br /> $ <br /> v Geologic Contact —� ?- - —? 2) Elevations are approximate. <br /> Z <br /> (approximate) — <br /> Po R Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. <br /> \\hill\company\2018 NGA Project Folders\10407-18 Zillah Street Res Dev Infiltration Everett\Drafting\CS.dwg <br />