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N1 <br /> A A' <br /> cCC <br /> FD <br /> °'' " Southwest <br /> I Northeast <br /> 40 — 40 <br /> -0 - - <br /> n g = Road <br /> N - - <br /> cr <br /> w 0 = Existing Garage —\\ <br /> a) 30 — 20° — 30 <br /> �► - — - <br /> D - ` 30° Proposed Addition — <br /> D aa) - A-3 �. _ <br /> a - Fill <br /> 0 20 -- �? - 20 <br /> _ �� HA-2 HA-1 = <br /> W <br /> ♦g w m Q 10 • -- 1 0 <br /> R Ei' QCIA cz a, _ <br /> m _ _ <br /> El cp <br /> i ci o — - 0 ill <br /> fil 5 2 <br /> = 11 1 - 11 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 - 11 I I I i I I I I I I I I I ( 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 - <br /> ell 0 10 20 30 40 50 60 70 80 <br /> r Distance (feet) <br /> Exploration <br /> IHand Auger Designations HA-1 <br /> 0 '— <br /> Groundwater Level--- _' NOTES:I <br /> During Exploration 1) Stratigraphic conditions are interpolated between <br /> the explorations. Actual conditions may vary. <br /> c�' Geologic Contact ?— _ —? 2) Elevations are arbitrary. <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\2021 NGA Project Folders\12387-21 Spencer Garage Additions Everett\Drafting\CS.dvg <br />