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T o <br />cn op 0 <br />0 <br />cD c <br />w oo 3 <br />Cr <br />CD <br />G) <br />v <br />n 0. <br />0 <br />m ;U <br />m <br />c0i N <br />� M <br />D D <br />DQ <br />oMI <br />�y< S <br />nFmq <br />tom$ o D <br />u" <br />3 <br />CD <br />(D Z <br />to NCD <br />N <br />fA O <br />0 o 7 <br />m 0 <br />O <br />7 CD <br />0 CD <br />Cp O <br />CD <br />N <br />}6� A <br />7 <br />Q_ <br />�Dm3 <br />P11, <br />Southwest <br />i <br />120-- <br />NU <br />W <br />2 <br />c <br />0 <br />O <br />m 60 <br />Lu <br />a� <br />I_ <br />X <br />O <br />Q <br />Q 30 <br />9 <br />HA-1 HA-3 <br />Silty Sand� <br />(SM) <br />Fill <br />AM <br />Northeast <br />---,- 120 <br />0 30 60 90 120 150 180 210 <br />Distance (feet) <br />M <br />. I, <br />30 <br />AI <br />Exploration <br />�d <br />o <br />W <br />`D <br />Hand Auger Designation --> HA-1 <br />o <br />s <br />< <br />N <br />Groundwater Level --> 1 <br />NOTES: <br />= <br />During Exploration <br />1) <br />Stratigraphic conditions are interpolated between <br />the explorations. Actual conditions may vary. <br />m <br />Geologic Contact <br />2) <br />Elevations are approximate. <br />Z <br />(approximate) <br />o <br />01 <br />0 <br />7 <br />Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. <br />Project <br />Folders\10402-18 Garcia Res Addition Slope Everett\Draflinq\CS.dwq <br />