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ENVIRONMENTAL ASSESSMENT <br /> CCMPACTED NORMAL MINIMUM LIMITS OF COMPACTED SELECT <br /> FILL GRANULAR STRUCTURAL BACKFILL <br /> FOR HEIGHTS OF COVER <br /> OVER 8'-D",PAY CLOSE <br /> SEE NOTE ATTENTION TO NOTE SEE NOTE <br /> ..........SURFACE <br /> NATURAL <br /> UNDISTURBED <br /> EMBANKMENT <br /> CONCRETE CONCRETE <br /> FOUNDATION FOUNDATION— <br /> SECTION <br /> NOTE.-TRENCH WIDTH ANDIOR SELECT <br /> FILL ENV ELOPE WIDTH SHALL BE BY <br /> DIRECTION OF THE ENGINEER OF <br /> ISOEPmrE❑BUTGR€ATERoa4FEET vvc�Y APPRROX MAcTE MULTI-PLATE ARCH <br /> LEESERCISTANCEMAYBEREOUIREC EXISTING STREAM BED <br /> DE PENDING UPON SITE-SPECIFIC 18 SPAN 9 RISE <br /> CONUITION5.THIS WIDTH DEPENDS ON <br /> FACTORS SUCH AS THE LATERAL <br /> PRESSURES EXERTED BY THE <br /> STRUCTURE ONTO THE ADJACENT SOIL ' <br /> FOR THE GIVEN LOADING CONDITIONS. <br /> THE STRUCTURE SHAPE,THE OLALITY ' <br /> OF THE SELECT FILL MATERIAL AND <br /> THE STRENGTH OF THE IN SITU <br /> EM9ANKMENTq RENCH MATERIAL. <br /> THESE FACTORS MUST BE EVALUATED m <br /> BY THE PROJECT ENGINEER FOR EACH w� <br /> SPECIFIC SITUATION. <br /> CROSS-SECTION B-B' <br /> Diagram 2-2. Cross Section View Perpendicular to the Proposed Subsurface Low-Cover Crossing Entries <br /> ]]00 ]T00 <br /> 660 '660 <br /> fifi0 ]660 <br /> ]fi06 7640 <br /> 7111 7620 <br /> ]5fl5 756¢ <br /> 7560 7560 <br /> 7540 MULTI-PLATE ARCH 7640 <br /> To 18 SPAN 9 RISE 120 <br /> ]s¢¢ ]soo <br /> 74ao PROPOSED INCLINE COAL 7 COAL SEAM <br /> ]46a 7m 0 <br /> 744D ]640 <br /> 7— EN❑ OF WEST MAINS 6¢ <br /> o 20a 400 boa eo¢ iaw izoo <br /> CROSS—SECTION A—A' <br /> Diagram 2-3. Cross Section View Parallel to the Proposed Subsurface Low-Cover Crossing Entries <br /> Dunn Ranch Area Coal Lease by Application COC-78825 and Mine Plan Modification EA 2-4 <br />