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6650— <br />6550— <br />I <br />6500— <br />6450— <br />6400— <br />6350 — <br />CASE NUMBER 7 <br />GROUND WATER LEVEL DUE <br />TO DEWATERING. <br />�ar�yi�'�,roti <br />EXHIBIT No.3 <br />STABILITY ANALYSES — ACCESS ROAD <br />STATION 65 + 00 <br />PROPOSED ROAD CROSS SECTION <br />SCALE: I "= 50' <br />50 0' 50, 100' <br />0 ' 50' 100, 150' 200' 250' <br />Permit Number <br />Class: ElPermit pp > <br />Section /Exhibit: („ �. _,___._._._._._, <br />Class: ❑Revision <br />Type /Seq: ! <br />Class: D Report D Hydro DGeneral <br />Doc Type -- .._— -- - <br />OApplication (Coal only) ❑Bond ❑ Enforcement D Inspection <br />1. <br />CASE NUMBER <br />DEWATERING SYSTEM <br />LEFT IN PLACE <br />I DEGREE OF <br />COMPACTION <br />UPSLD'E RETAINING WALL <br />LEFTIN PLACE <br />MINIMUM FACTOR <br />OF SAFETY <br />7 <br />PROPOSED ROAD CROSS SECTION <br />1.319 <br />FILL ZONE <br />WALL <br />BIN WALL <br />I I I I <br />300' 350' 400' 450' <br />DRY <br />SOIL <br />CONDITIONS <br />I 1 1 <br />500' 550' 600' <br />I��III ��III �IIII II�I� �III� II�II I��I I��I <br />scale: 1" = 50' merrick and company <br />drawn J.P engineers and architects <br />D.A.F. P -a• ban Z 026 fela (303) 751 -0741 <br />approved chocked 10655 asst balhany drive . deI Colorado 80222 <br />appro•.d D.A F. ! job no.103 -3924 date 4 -11- 81 sh.3 o 7 <br />it <br />EXHIBIT 3 <br />