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N <br />n <br />m <br />n <br />N 207,000 <br />SPILLWAY CONTROL TABLE <br />STA.If <br />X <br />Y <br />DESCRIPTION <br />0 +00.0 <br />2037556.7 <br />206677.2 <br />BEGIN SPILLWAY <br />0 +87.0 <br />2037506.5 <br />206747.5 <br />BEGIN CURVE 1 (PC) <br />1+00.0 <br />2037494.2 <br />206752.8 <br />272.2 <br />2+00.0 <br />2037395.9 <br />206771.5 <br />478.5 <br />3 +00.0 <br />2037298.0 <br />206751.1 <br />3 +76.0 <br />2037231.7 <br />206711.4 <br />END CURVE 1 (PT) <br />BEGIN CURVE 2 (PC) <br />4 +00.0 <br />2037215.9 <br />206694.1 <br />5+00.0 <br />2037165.4 <br />206607.8 <br />KS <br />5 +85.0 <br />2037145.9 <br />206524.9 <br />END CURVE 2 (PT) <br />6 +00.0 <br />2037144.8 <br />206509.9 <br />TRANSITION FROM 0.5% <br />7+00.0 <br />2037132.1 <br />206410.7 <br />SLOPE TO VARIABLE SLOPE <br />7 +96.1 <br />2037111.8 <br />206317.4 <br />BEGIN CURVE 3 (PC) <br />8 +00.0 <br />2037110.7 <br />206313.0 <br />c <br />9 +00.0 <br />2037080.1 <br />206217.8 <br />10+00.0 <br />2037005.4 <br />206151.3 <br />10 +69.0 <br />2036953.8 <br />206122.7 <br />END CURVE 3 (PT) <br />11+00.0 <br />2036919.7 <br />206099.8 <br />11+33.0 <br />2036094.1 <br />205771.5 <br />BEGIN CURVE 4 (PC) <br />12 +00.0 <br />2036855.4 <br />206085.0 <br />12 +62.0 <br />2036826.1 <br />205965.5 <br />END CURVE 4 (PT) <br />13 +00.0 <br />2036812.0 <br />205933.1 <br />13 +75.0 <br />2036789.7 <br />205861.5 <br />DISCHARGE POND BOTTOM <br />14+11.0 <br />2036785.6 <br />205574.1 <br />END OF CHANNEL <br />/ 6 0 PT 5 +8 .2 \ <br />LOPE N TIQN <br />o � \ <br />7H n \ \\ <br />91 <br />NOTES V \ \ <br />1) GROUTED RIPRAP TO BEGIN A MINIMUM OF 10 FEET UP TREAM, PC <br />1 - <br />OF TRANSITION FROM 0.5% SLOPE TO VARIABLE SLOPE. \ \ \ \ <br />2) THE VARIABLE SLOPE PORTION OF THE SPILLWAY �0 <br />SHOULD, -o <br />FOLLOW THE NATURAL DRAINAGE AS MUCH AS POSSIB E <br />3) ELEVATIONS AND EXACT LOCATION OF- SPILLWAY DITC <br />BE DETERMINED IN FIELD BASED 'ON TOPOGRAPHY;' B \ \ <br />9 = vv v v v <br />,4) DISCHARGE POND DETAILS AND. _SECTIONS, ARE L TED`0 RRAWIN, 4 \ \ \ \ <br />sso 10 +90 c VE .3 \ <br />o , <br />11 +0 <br />CURVE 4 <br />84751 12 +00 <br />\ \ <br />Id 206.000 <br />DETAIL <br />OP Z5% <br />DISCHARGE <br />POND <br />HARGE <br />WNEL DETAIL 4 <br />ak5' <br />i <br />SON- <br />DITCH <br />CURVE TABLE <br />CURVE <br />DEFLECTION ANGLE <br />TANGENT <br />RADIUS <br />1 <br />700 15' <br />183.9 <br />262.5 <br />2 <br />380 52' <br />106.6 <br />308.4 <br />3 <br />540 51' <br />139.1 <br />272.2 <br />4 <br />15' 37' <br />63.4 <br />478.5 <br />GROUTED <br />\ \ \ \ \ <br />ANCHOR \ \ <br />TRENCH \ \ \ t <br />\ 1 \ \ t <br />1I <br />100 50 0 100 200 <br />SCALE IN FEET <br />�' <br />Lp <br />STEFFEN ROBERTSON <br />0,� <br />KIRSTE- <br />Consulting Engineers <br />F <br />SCALE: AS SHOWN <br />0 <br />DRAWING No.: <br />s <br />zI <br />33 <br />R' <br />PROJECT No.: 14732 <br />\ <br />\ \ <br />DESIGNED <br />KS <br />1 \ <br />DRAWN <br />TH <br />CHECKED <br />DH <br />APPROVED <br />CIO <br />DH <br />c <br />APPROVED <br />ATI <br />N <br />4 <br />1 <br />\ \ <br />\\ <br />\\ \\ <br />COLLEC <br />\ \ \\ <br />D H� <br />\ V A <br />\ \ \ \ \ <br />ANCHOR \ \ <br />TRENCH \ \ \ t <br />\ 1 \ \ t <br />1I <br />100 50 0 100 200 <br />SCALE IN FEET <br />1 <br />8700 <br />8600 \ <br />8400 f <br />0 +00 2 +00 4 +00 6 +00 8 +00 10 +00 12 +00 14 +00 <br />NATURAL GROUND -- - - - - - - - <br />SPILLWAY INVERT RECEIVED <br />CHANNEL THROUGH SPILLWAY INVERT - - - - <br />SPILLWAY P20FILE .1111 01 1997 <br />SCALE: 1'=100' Division of Minerals & Geclogy <br />ENGINEER <br />PREPARED FOR: <br />BATTLE MOUNTAIN <br />RESOURCES, INC. <br />SAN LUIS PROJECT <br />TITLE: <br />SPILLWAY DETAILS <br />AND PROFILE <br />n <br />■ <br />■ <br />II� <br />r <br />PREPARED BY: <br />�' <br />Lp <br />STEFFEN ROBERTSON <br />0,� <br />KIRSTE- <br />Consulting Engineers <br />F <br />SCALE: AS SHOWN <br />0 <br />DRAWING No.: <br />s <br />zI <br />any <br />R' <br />PROJECT No.: 14732 <br />J <br />1 <br />8700 <br />8600 \ <br />8400 f <br />0 +00 2 +00 4 +00 6 +00 8 +00 10 +00 12 +00 14 +00 <br />NATURAL GROUND -- - - - - - - - <br />SPILLWAY INVERT RECEIVED <br />CHANNEL THROUGH SPILLWAY INVERT - - - - <br />SPILLWAY P20FILE .1111 01 1997 <br />SCALE: 1'=100' Division of Minerals & Geclogy <br />ENGINEER <br />PREPARED FOR: <br />BATTLE MOUNTAIN <br />RESOURCES, INC. <br />SAN LUIS PROJECT <br />TITLE: <br />SPILLWAY DETAILS <br />AND PROFILE <br />n <br />■ <br />■ <br />II� <br />r <br />PREPARED BY: <br />�' <br />STEFFEN ROBERTSON <br />k <br />KIRSTE- <br />Consulting Engineers <br />I SL,uou <br />SCALE: AS SHOWN <br />DRAWING No.: <br />DRAWING 3 <br />zI <br />R' <br />PROJECT No.: 14732 <br />DESIGNED <br />KS <br />DRAWN <br />TH <br />CHECKED <br />DH <br />APPROVED <br />DH <br />c <br />APPROVED <br />DESCRIPTION BY C <br />ISSUED FOR CLIENT REVIEW DH <br />Permit Number <br />Class: OPermn y <br />_Smti_on /Exhibit: _ _p�� ��•�/ �� `7 _�L _.q- -_.-.--_._.-.-.-.-- <br />Class: evi5ion <br />1'Pe_._____ _ .. ___._ <br />Class: O Report O Hydro uGeneral �. l� :3 - - _ <br />.Doc Type._ -_ ___ �,____ <br />OAppliwtion (Coal only) O Bond � t Enforcement 13 Inspacaon <br />0 0 0 1 2 2 7 2 <br />