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i ;.; ,r—r-t"' <br /> i___., <br /> PROJECT <br /> LOCATION 1 <br /> ,-,-,s' <br /> i <br /> I <br /> / <br /> PERMIT '1/■ <br /> BOUNDARY \ _LI \r <br /> �G1 /_ <br /> EDNA MINE SITE MAP <br /> 0 10,000' <br /> SCALE <br /> 7165 7165 <br /> r EMERGENCY <br /> ( SPILLWAY i�10POFDAM <br /> EL 7157.35 EMBANKMENT . <br /> 7160 7160 <br /> 7155 7155•CULVERT INLET EMERGENCY "� <br /> a EL71.5520 •BENTONITF . . . . SPILLWAY ....... ... . ,,., •. *. <br /> 7150 <br /> A14-141131'. F1,7153 10 �..:: I::-: . .....-. 7150 <br /> ■"' ... .... L:W.S.EL.7133:95,10/18/I2 COLLAR CULVERT OUTLET <br /> iv <br /> r EL 7152.76. . ..... ... .r <br /> C STONE/COBBLE <br /> 7145 ARMOR 7145 <br /> 5 <br /> 1 <br /> a 7140_ 7140 <br /> 4 0+00 0+10 0+20 0+30 0+40 0+50 <br /> z <br /> PRIMARY SPILLWAY CROSS-SECTION <br /> v. <br /> 8 NOTES: <br /> • z' <br /> g 1. BACKFILL-EXISTING EMBANKMENT MATERIAL USED. <br /> 5 <br /> M 2. PIPE-36"HDPE CORROGATED PIPE WITH 4 STEEL POST TIE DOWN ANCHORS AT 10'INTERVALS. <br /> 3. COLLAR-3'DIA.(+)BENTONITE ANTI-SEEP COLLAR INSTALLED 10'FROM EDGE OF WATER. <br /> \\�\\\\\\1111111IIIIIII0���/0 <br /> c.P� •.EGGS//iii/ <br /> v: • : DESIGNED BY: EXHIBIT 4.6-19C <br /> 1T WESTRIDGE SEDIMENT POND <br /> �.. 1 158 •• \ DRAWN BY: PRIMARY SPILLWAY <br /> O; SDH AS-CONSTRUCTED DRAWING <br /> 1 214///�S G."\\\ CHECKED BY: <br /> // S/°N AL E�\�\\\\\� FMT <br /> x /////Mil:l1111111\\\\\�� DATE: "A. 7 <br /> 11/12 yy / CENGINEERING <br />