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w w � <br /> i <br /> DISCHARGE TO / <br /> POVERY GULCH BYPASS <br /> EMP-22b SPILLWAY - <br /> _ j <br /> Ox� / <br /> N 61.300 \ 0.60 <br /> ghg0/ i , <br /> 95j0 <br /> 9h 0 ~ \ <br /> a <br /> 0 <br /> �Q. <br /> x� C <br /> EMP-22b <br /> N 61.250 - <br /> NOTES: <br /> g51A 1. SCALE BAR MEASURES 3"ON A FULL SIZE PLOT(ANSI-D)AND 1.5"ON A <br /> �& HALF SIZE PLOT(ANSI-B). <br /> $ 2. DIMENSIONS PRESENTED IN DESIGN TABLE ARE MINIMUMS. <br /> 02" <br /> REFERENCE'. PLAN <br /> EXISTING TOPOGRAPHY WAS RECEIVED IN MULTIPLE FILES FROM CRIPPLE CREEK 8 VICTOR GOLD MINING CO. <br /> 10 0 10 20 FEET <br /> 1-=10'AT FULL SIZE(ANSI D) <br /> 1'=20'AT HALF SIZE(ANSI B) <br /> TABLE 1 <br /> EMP-22b SPILLWAY DESIGN <br /> EXCAVATE CHANNEL <br /> EXCAVATE DEPTH, CHANNEL DEPTH, RIPRAP DEPTH, RIPRAP <br /> De M BOTTOM WIDTH, DD(ft) BOTTOM WIDTH, Dn(ft) RIPRAP D50,(in) THICKNESS,t(ft) <br /> Be(ft) Bf(ft) <br /> 8600 9600 2.5 10.5 1.5 10.0 0.5 6 1.0 <br /> mA <br /> 9590 b a 9590 <br /> u ° F- <br /> W m g ^aII 'Sa4 F>a ws W - _ <br /> DAYLIGHT TO DAYLIGHT TO <br /> W n U) U- EXISTING GROUND <br /> LL ° <br /> 0 9580 EXISTING 9580 0 <br /> EXISTING GROUND <br /> GROUND N lu m W F _ <br /> a a CL a -0.5% D, D. <br /> t <br /> W 9570 \` -3.3% EMP-22b 9570 LU t 2 2 <br /> q EMP-22b SPILLWAYI�,r <br /> 4 (BOTTOM OF EROSION <br /> PROTECTION) <br /> DISCHARGE TO 8 ovsy NON-WOVEN J <br /> 9 POVERTY GULCH BYPASS GEOTEXTILE B1 <br /> E 9560 9560 <br /> 0+94.64 0+80 0+60 0+40 0+20 0+00 B. <br /> PROFILE C SPILLWAY _ <br /> TYPICAL SECTION <br /> 10 0 10 20 FEET 10 0 10 20 FEET <br /> N.T.S. <br /> om <br /> w HORIZONTAL SCALE VERTICAL SCALE <br /> U E 1"=10'AT FULL SIZE(ANSI D) 1"=10 AT FULL SIZE(ANSI-D) <br /> 1=2D AT HALE SIZE(ANSI-B) 1"-20'AT HALF SIZE(ANSI-B) <br /> oa <br /> NOT FOR CONSTRUCTION <br /> REV DATE DESCRIPTION AP PD DISCLAIMER- CLIENT PROJECT CRIPPLE CREEK AND VICTOR MINE <br /> W O¢ CADD KNIGHT PIESOLD AND CO.PRODUCED THE DATA SHOWN HEREON USING <br /> Jom RS BOTHTED NICAL INFORMATION AND METHODS.RECEIPTOFTHIS CRIPPLE CREEK AND VICTOR GOLD MINING CO. STORMWATER MANAGEMENT PLAN UPGRADES <br /> A 04120/18 ISSUED FOR CLIENT REVIEW CB DRAWING DOES NOT IMPART TO THE RECIPIENT ANY RIGHTS TO SUCH <br /> 1,0TECHNICAL INFORMATION OR METHODS.ANY ADAPTATION OR TITLE <br /> >20 BF MODIFICNTATHOU)NOF THE ITYORL GAL AVANG EXPOSURESHALL TO <br /> USER'SSOLE RISK <br /> EMP-22B SPILLWAY PLAN AND PROFILE <br /> m f B 01/27/18 ISSUED FOR REGULATORY REVIEW <br /> <��� RS AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO KNIGHT PIESOLD AND CO. � � ' <br /> Vy W Knight Piesold DESIGNED By RS L PROJ CT NUMB R REVISION <br /> o C O N S U L T I N G DRAWN BY DB DV101 00408.03 215 B <br />