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T.\110385 Schwortzwal der <br /> \WRP Expansion.dwg SAVED:12/28/15 PRINTED:12/28/15 <br /> O <br /> 6�% 6�`SO 6800 (0 ADDITIONAL ALLUVIAL FILL STORAGE BOUNDARY <br /> `\ \ EXISTING GROUND SURFACE TOPOGRAPHY <br /> �\ ADDITIONAL ALLUVIAL FILL STORAGE <br /> GRADING CONTOURS <br /> I <br /> o — _ — CL OF RALSTON CREEK <br /> "' 100-YEAR FLOODPLAIN LIMITS <br /> • ` — — — MAX.ELEVATION LIMIT <br /> \ I ,N <br /> Nillik Volume NORTH <br /> NORTH WRP SOUTH WRP <br /> = ��1. o SCALE IN FEET <br /> :�� ± 28,400 c.y. 78,000 c.y. —_— - <br /> ' I •I : if,.... \lip <br /> "ea limi=1AIA <br /> 0 100' <br /> 8so <br /> 1 0+00 IIS IllIII lei .0 5+0i 6+00 <br /> >S-N1 _ Niihni <br /> � 67s0 <br /> 1 I O \� 68 0 <br /> 1 ° <br /> O 4 rn 0j 0 ` 6��S <br /> 1 _ <br /> I �� <br /> 1 ( 6)50 <br /> 1 o <br /> 1 iiii + <br /> N. o <br /> 0 <br /> ` ° XS-N2 6>°o <br /> b <br /> I ,--,,• ••♦ <br /> ....... :,% 6650 <br /> oo <br /> `EXISTING ACCESS ROA' 1x <br /> s <br /> C. 6650 6'6+26 <br /> o <br /> \6 <br /> mss° "� \oo % \` <br /> •\ <br /> 66 '. ' \ 4 <br /> 0 <br /> `Ar IZ <br /> X.\1 <br /> \- \. \ r\I 1 <br /> cP <br /> ►► <br /> 900 li1104V �006 I I <br /> :960 140°14 <br /> o� ����'�� �� <br /> °o XS-S1 �� i <br /> i6 <br /> it <br /> ,c?(..._____________„____ t:6 <br /> 0° <br /> o <br /> n. <br /> o ,(O \ <br /> rift aft <br /> 0 <br /> Project No. 110385 December 2015 <br /> EIe FIGURE 3-1 <br /> Engineering Analytics,Inc. EXISTING WASTE ROCK PILES WITH PROPOSED ADDITIONAL MATERIAL <br /> �� 4 COTTER SCHWARTZWALDER MINE <br /> WASTE ROCK PILE DESIGN <br /> DIVISION RECLAMATION <br /> SAFETY <br />