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aB4� <br /> / a <br /> 0.20 <br /> _ -A <br /> G•Ao EXISTING <br /> EMP-22 <br /> m / EMP-22 SPILLWAY <br /> Y <br /> EMP-22b \ <br /> �1 <br /> NOTES: <br /> 1. SCALE BAR MEASURES 3-ON A FULL SIZE PLOT(ANSI-O)AND 1.5-ON A <br /> HALF SIZE PLOT(ANSI-B). <br /> / 2. DIMENSIONS PRESENTED IN DESIGN TABLE ARE MINIMUMS. <br /> _ PLAN <br /> 10 0 10 M FEET <br /> j::10'AT FULL SIZE(ANSI D) <br /> 201 AT HALF SIZE(ANSI B) <br /> TABLE 1 <br /> 9610 9610 EMP-22 SPILLWAY DESIGN <br /> EXCAVATE CHANNEL <br /> m Y EXCAVATE DEPTH, CHANNEL DEPTH, RIPRAP DEPTH, RI RAP <br /> DO M) BOTTBe DTH, DC(n) BOTTBM(�DTH, Dn(R) RIPRAP D50,(in) THICKNESS,t(R) <br /> o° o� <br /> 9800 Sj" 96DO <br /> < 2.5 10.5 1.5 10.0 0.5 8 1.0 <br /> ig <br /> EXISTING GROUND '& w w y w <br /> w Fw w <br /> — w <br /> � 9590 — -0.5% 9590 LL <br /> Z 28 0 8 21 g^k / — Z DAYLIGHT TO DAYLIGHT TO <br /> m m +18 EXISTING J 0 _ EXISTING GROUND EXISTING GROUND <br /> Q w j EMP-22 Q <br /> W9580ua~i W 0qe 9580 <br /> D. <br /> w as aka W <br /> o <br /> EMP-22 SPILLWAY <br /> (BOTTOM OF EROSION <br /> gg ss7D PROTECTION 9570 - <br /> Q EMP-22b - <br /> t <br /> 9 8 o2/sy NON-WOVEN <br /> GEOTEXTILE BI <br /> 9560 9560 <br /> 1+08.73 1+00 0+80 0+60 0+40 0+20 0+00 B.-- <br /> d <br /> o PROFILE B SPILLWAY <br /> 10 0 10 20 FEET 10 0 10 2D FEET TYPICAL SECTION <br /> N.T.S. <br /> W HORIZONTAL SCALE VERTICAL SCALE <br /> 1'•10'AT FULL SIZE(ANSI D) 1'•10 AT FULL SIZE(ANSI-D) <br /> 1':yT AT HALF SIZE(ANSI-B) 1'•20'AT HALF SRE(ANSI-B) NOT FOR CONSTRUCTION <br /> WgREV DATE DESCRIPTION ncP'D —DISCLAIMER— CLIENT PROJECT CRIPPLE CREEK AND VICTOR MINE <br /> CADD KNIGHT RESOLD AND CO.PRODUCED TIE DATA SH01NN HEREON USING <br /> Z BOTNGDOE NOTIINFORMATION AND OTHERMIPIEN7A RECEIPT T THIS CRIPPLE CREEK AND VICTOR GOLD MINING CO. STORMWATER MANAGEMENT PLAN UPGRADES <br /> < A OG2011 B ISSUED FOR CLIENT RENEW RS C9 OTUIWING DOES NOT IMPART TO THE RECIPIENT ANY RIGHTS TO SUCH <br /> TECHNICAL INFORMATION OR METHODS.ANY ADAPTATION OR TITLE <br /> >= BF MOOIFICATIONOF THE DATA OR DRAWING SHALL BEATUSEITS SOLE RISK EMP-22 SPILLWAY PLAN AND PROFILE <br /> m H 0: B 002T/1 B ISSUED FOR REGULATORY REVIEW <br /> <'' RS MID WRHOUT LIABILITY OR LEGAL EAPOSURE i0 KNIGHT PIEBOLD AND CO. <br /> Knight Piesol LOCATION d <br /> �O IL TIN {,: DESIGNED BY RS PROJECT NUMBER VANG NUMB VISION <br /> DRAWN BY DB DV101 00408.03 210 B <br />