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A A' <br /> N c) <br /> C rp <br /> CD C <br /> `a r° g. Northwest <br /> 1 Southeast <br /> 220— 220 <br /> 0 N 23 _ - <br /> rci1 173 - <br /> tn < (D _ - <br /> (/) m _ _ _ <br /> CD 5 0 -0 m 200— —200 <br /> 7 N W - - <br /> m <br /> w <br /> c - - <br /> o - <br /> al 180— Northeast Corner of Foundation — 180 <br /> a* oPi Z w - of the Western Property Fill Creek _ <br /> F^: <br /> n <br /> co <br /> -mz A E - TP-3 - <br /> U^§• <br /> 'n 'X = 13° 10° <br /> ° m 2 160— <br /> —- 160 <br /> ! i Dr o. _ _ <br /> c' inQ <br /> to Z _ � - <br /> z n 0 _ l id,.. y, igrfliili ti' I <br /> =h a i - <br /> a to D M _ k 11,VIh s iai " 1.aY I'', kyii i iV' n III),�Ir 'u - <br /> a I <br /> '8 rn m m 140— ' <br /> Asa —- 140 <br /> ! so n <br /> m r Z = 11111IIItl III [ II IiIIIIIIIIIIItII lit IlltllltllIii iIItItI1111Ii1I1I1tt1I <br /> o Z <br /> >qiN . 0 0 20 40 60 80 100 120 140 <br /> 4. 'N r <br /> v Distance(feet) <br /> • o <br /> Exploration <br /> • 'D Test Pit Designation — TP-1 <br /> o A <br /> • o <br /> 8 Groundwater Level--> 1 NOTES: <br /> During Exploration 1) Stratigraphic conditions are interpolated between <br /> the explorations. Actual conditions may vary. <br /> a <br /> co Geologic Contact —3?———? 2) Elevations are approximate. <br /> -o , <br /> (approximate) — <br /> x Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. <br /> \\hill\company\2019 NGA Project Folders\11291-19 Zahler Residence Development Everett\Drafting\CS,dwg <br />