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r <br />i <br />1 <br />6300— <br />6260— <br />6240— <br />6220— <br />6200— <br />DRY SOIL CONDITIONS <br />EXHIBIT No. 7 ------ <br />STABILITY ANALYSES - ACCESS ROAD <br />STATION 40-00 <br />(NO DEWATERING) <br />SCALE: I "= 20' <br />20 0' 20' 40' <br />I I <br />200 250 <br />I Penmt Number C //�JC <br />Class ern, <br />sectio Exhibit'.._.�'YI \1'_jJ <br />Class O Revision <br />TYPeiseq <br />Class O Report O Hydro ❑Gener l <br />Dec Type <br />❑Apps catron (Goal only) O Bond O Enforcement O Inspection <br />CASE NUMBER <br />DEWATERING SYSTEM <br />DEGREE OF <br />UPSLOPE RETAINING WALL <br />MINIMUM FACTOR <br />REQUIRED <br />COMPACTION <br />OF SAFETY <br />16 <br />NO <br />85% <br />NONE <br />2.114 <br />BACKFILL ZONE <br />1 <br />300 <br />1 <br />350 <br />N. <br />scale: I"= 20' <br />Idrawn - C. H. A 14L? <br />cMckad D. A F. <br />approved <br />450 <br />me""rrick`'and' company <br />«, ,: <br />® enzineers,and,architects <br />,p.o. >boa2 L• tali (703 761 -0741 <br />10665 do 80222 <br />Iob'no:1D3 -3924 date 41414-81 !Il ;R-7 <br />