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o A <br /> A' • <br /> -rt CD <br /> • 4- a <br /> 0 <br /> 0' d0 3 West <br /> East <br /> 0 I I <br /> 120-- <br /> 120 <br /> O N _ <br /> 0 < w - <br /> - <br /> I;n <br /> _ Alleyway - <br /> 90 — — 90 <br /> `��° - R R 1st Street - <br /> r <br /> D v cp c <br /> o - 20° - <br /> a) 60 60 <br /> w <br /> n as <br /> a) <br /> >FJ° 0 E — Qvt - <br /> aw <br /> oIu <br /> °>! n 35° <br /> >mo x o - - <br /> az D L <br /> Z < 30 30 <br /> m <br /> i i > r - <br /> m N - _ <br /> m O 3 - <br /> 3 In g m - <br /> N -� 0 .e �.. :. 0 <br /> Mind <br /> — z <br /> ri <br /> Tmz� o z z I I I I I I t I l I I I t I l I I l I I i I t I 1 t I 1 t I I t 1 I I I 1 1 1 1 1 l <br /> am' `—' • — 0 30 60 90 120 150 180 210 <br /> in • n <br /> ti"m=3 -1 Y <br /> ' in r <br /> Distance (feet) <br /> Exploration <br /> 0 <br /> Test Pit Designation TP-1 <br /> o P <br /> i. CD- y' Groundwater Level— y NOTES: <br /> 3 During Exploration 1) Stratigrac are interpolated between <br /> the explorations.phi Actual conditions may vary. <br /> ° co Geologic Contact —> ?- - —? 2) Elevations are approximate.conditions <br /> Z `� <br /> (approximate) — <br /> 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 />