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� � � � � � � � � � � � � � � � � � � <br />� <br />� <br />T ° A A' <br />� �. <br />� �� <br />, ,Z <br />� �� <br />W �' � Nortn soutn <br />, <br />8O T � � � 8O <br />� 60 - <br />� <br />c <br />0 <br />� <br />> <br />N <br />W 40 - <br />� <br />Concrete Rubble Walls <br />Previous <br />Landslide Area <br />Residence <br />IYard Area and Deck I <br />�- - - -� <br />� i.iz- <br />� �_�Z� QV8 <br />,�,2j� . <br />3 <br />$ <br />,3 ,� � <br />� <br />zs=-/� � <br />- , ,z• - <br />,8 <br />� ,5 Qtb <br />� _ �r � <br />Z — <br />� — �� 21 B-1 <br />� L /�� <br />� �. <br />D ze <br />B-2 <br />Z 20 <br />m <br />�� <br />mN <br />NO <br />Oz <br />n� <br />nm <br />-� o <br />Nm 0 <br />� n <br />Z � LLL � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I � � � � I <br />�- � 20 40 60 80 100 120 <br />� <br />� <br />r <br />Distance (feet) <br />40 <br />20 <br />� � Exploration <br />� o <br />N SU <br />�, � Boring Designation � B_� <br />Q 23 <br />�: m xa � SPT N-value <br />� �; Groundwater Level � 1 23 NOTES: <br />� During Exploration z3 1) Stratigraphic conditions are interpolated between <br />z3 the explorations. Actual conditions may vary. <br />� � Geologic Contact � � --? 2) Elevations are Arbitrary . <br />m '� (approximate) <br />�� Reference: Cross Section is based on field measurements using a hand-held clinometer and 100-ft tape measure. <br />