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NATURAL GROUND <br />ANCHOR TRENCH <br />6 oz. GEOTEXTILE/ <br />FILTER FABRIC <br />NOTE: <br />FOR SECTION WITH DEPTHS <br />GREATER THAN 5 FEET USE <br />SIDE SLOPES OF 3H : 1V AND <br />EXTEND RIPRAP AND FILTER FABRIC <br />TO TOP OF SLOPE. <br />NATURAL GROUND <br />ANCHOR TREE <br />MATERIAL TYPE 5 RIPRAP <br />MIN. THICKNESS = 12 in. <br />1 4'min. 1 <br />2 2 <br />SLOPE: <br />SEE CHANNEL REQUIREMENTS <br />DRAWING 1 <br />CCI.TI/�AI A At <br />1 <br />6 oz. GEOTEXTILE 2 <br />FILTER FABRIC <br />NOTE: <br />FOR SECTION WITH DEPTHS <br />GREATER THAN 5 FEET USE <br />SIDE SLOPES OF 3H : 1V AND <br />EXTEND RIPRAP AND FILTER FABRIC <br />TO TOP OF SLOPE. <br />SCALE: 1"=10' <br />pmei.•:r'� <br />MATERIAL T(PE 5 RIPRAP <br />MIN. THICKNESS = 12 in. <br />OI MLL: I = I V <br />EXISTING EMBANKMENT <br />- CREST <br />MATERIAL TYPE 6 RIPRAP <br />ANCHOR TRENCH MIN. THICKNESS = 2 ft. <br />TEMPORARY ERODIBLE BERM <br />MIN. CREST WIDTH 15' <br />1 4' min. <br />SPILLWAY INVERT 3 I <br />CONTROL ELEV. 51 SLOPE 0.5% 3 <br />0 STA. 0 +00 1 <br />8590' 1 <br />SPILLWAY INVERT 2 2 <br />12 oz. GEOTEXTILE CONTROL ELEV. <br />FILTER FABRIC 10' <br />351 <br />4' min. <br />1 <br />h <br />ANCHOR TRENCH <br />1 <br />6 oz. GEOTEXTILE 2 min. <br />FILTER FABRIC <br />MATERIAL TYPE 4 RIPRAP <br />MIN. THICKNESS = 6in. <br />5 1 <br />SLOPE 0.5% h <br />' <br />1 <br />2 min. <br />10' <br />35' <br />SECTION D -D' <br />TYPICAL CROSS SECTION OF SPILLWAY <br />(STA. 1 +50 THRU 5 +90) <br />SCALE: 1'=10' <br />GROUND <br />1� <br />3 <br />EXISTING EMBANKMENT <br />CREST <br />ANCHOR TRENC <br />It = 1.0 FOR ROCK <br />2.0 FOR SOIL <br />NATURAL GROUND <br />GROUTED RIPRAP <br />1 MATERIAL TYPE 7 <br />MIN. THICKNESS = 2ft. <br />2' min. 1 h = 1.0 FOR ROCK <br />1 h 2.0 FOR SOIL <br />It 2 5 1 BEDDING LAYER <br />ANCHOR TRENCH 1� 2 MATERIAL TYPE 8 <br />MIN. THICKNESS 12 in. <br />12 oz. GEOTEXTILE 2 10' <br />FILTER FABRIC <br />35' <br />BURLAP OR <br />FILTER FABRIC <br />SECTION E -E' <br />SECTION TYPICAL CROSS Y <br />STA. 5 +90 THRU 12+75) <br />SCALE: 1'=10' <br />s <br />a <br />m <br />N <br />i.) <br />•• <br />• <br />2' min. <br />4" DIA. DRAIN PIPE <br />OUTLET SLOPE TO DRAIN <br />BURLAP OR ALTER FABRIC TO <br />PREVENT GROUT INFILTRATION <br />OF FILTEF LAYER <br />X12 oz. GEOTEXTIL= <br />FILTER FABRIC <br />APPROX. 160' <br />SECTION G -G' <br />CROSS SECTION OF DISCHARGE CHANNEL <br />SCALE: 1 " =10' <br />1 3 <br />3 <br />3 1 <br />12 oz. GEOTEXTILE <br />FILTER FABRIC SLOPE <br />SEE CHANNEL REQUIREMENTS <br />DRAWING 1 <br />3 <br />PRAP MATERIAL TYPE 9 <br />MIN. THICKNESS 1 ft. <br />MATERIAL TYPE 6 RPRAP <br />MIN. THICKNESS = 2 ft. <br />EXISTING SLOPE <br />)F EMBANKMENT <br />VARY 1 <br />VARIABLE <br />12 oz. GEOTEXTILE <br />FILTER FABRIC <br />MATERIAL TYPE 6 RIPRAP <br />MIN. THICKNESS 2 ft. <br />1 <br />4' min. VARIABLE <br />1 3 1 V <br />SLOPE <br />SEE CHANNEL REQUIREMENTS <br />DRAWING 1 <br />• • u u l l i u <br />TRENCH <br />X <br />Z <br />c� <br />N <br />O <br />a <br />m <br />m <br />X <br />Z <br />0 <br />N <br />0 <br />v <br />m <br />EXISTING <br />PERIMETER <br />BERM <br />TRENCH <br />MATERIAL TYPE 6 <br />MIN, THICKNESS = <br />35' min. <br />T <br />i <br />GROUTED RIPRAP <br />CUT -OFF <br />30' C -C DOWN <br />SLOPE ON <br />CHANNEL BOTTOM <br />AND SIDES <br />�rTInM Ic_FI <br />o <br />APPROX. 160' <br />SECTION G -G' <br />CROSS SECTION OF DISCHARGE CHANNEL <br />SCALE: 1 " =10' <br />1 3 <br />3 <br />3 1 <br />12 oz. GEOTEXTILE <br />FILTER FABRIC SLOPE <br />SEE CHANNEL REQUIREMENTS <br />DRAWING 1 <br />3 <br />PRAP MATERIAL TYPE 9 <br />MIN. THICKNESS 1 ft. <br />MATERIAL TYPE 6 RPRAP <br />MIN. THICKNESS = 2 ft. <br />EXISTING SLOPE <br />)F EMBANKMENT <br />VARY 1 <br />VARIABLE <br />12 oz. GEOTEXTILE <br />FILTER FABRIC <br />MATERIAL TYPE 6 RIPRAP <br />MIN. THICKNESS 2 ft. <br />1 <br />4' min. VARIABLE <br />1 3 1 V <br />SLOPE <br />SEE CHANNEL REQUIREMENTS <br />DRAWING 1 <br />• • u u l l i u <br />TRENCH <br />X <br />Z <br />c� <br />N <br />O <br />a <br />m <br />m <br />X <br />Z <br />0 <br />N <br />0 <br />v <br />m <br />EXISTING <br />PERIMETER <br />BERM <br />TRENCH <br />MATERIAL TYPE 6 <br />MIN, THICKNESS = <br />35' min. <br />T <br />i <br />NNN <br />3H:1 V <br />VARIABLE <br />SLOPE <br />I <br />x i x <br />lV N <br />I� <br />3H:IV I 3HAV <br />MATERIAL <br />LINED WITH MATERIAL TYPE 6 - <br />TYPE 5 - RIPRAP RIPRAP <br />SECTION A -A' BORDER <br />LINED WITH MATERIAL <br />TYPE 6 - RIPRAP <br />35• <br />35• I 35• <br />3H:1V 3HAV <br />Zz <br />Z to <br />= Z <br />U W V, <br />Z <br />ww3 <br />I woo <br />0 <br />3H:1V 3H:1V <br />Z� <br />00 <br />U_J <br />K LL <br />M <br />SCALE: 1' =20' <br />VARIABLE <br />SLOPE <br />3H:1 V <br />�J <br />VARIABLE <br />SLOPE <br />4r C MATERIAL <br />TYPE 6 - <br />RIPRAP <br />50' min/ BORDER <br />TRANSITION INTO <br />NATURAL1 DRAINAGE <br />1 <br />H' <br />I,r <br />TAILINGS: <br />EMBANKMENT <br />INTERFACE <br />EXISTING <br />PERIMETER <br />BERM <br />X <br />Ln <br />Z <br />c� <br />to <br />0 <br />m <br />m <br />m <br />X <br />A <br />z <br />N <br />0 <br />V <br />m <br />— EMBANKMENT <br />NATURAL GROUND <br />INTERFACE <br />RECEIVED <br />III II �1 1897 <br />Divition of Minorclt 8 Goglogy <br />n <br />1 3 VARIABLE <br />Z <br />PREPARED BY: <br />m <br />12 oz. GEOTEXTILE 3 SLOPE <br />0 <br />o <br />FILTER FABRIC SEE CHANNEL REQUIREMENTS <br />F_ <br />to o <br />DRAWING 1 <br />SAN LUIS PROJECT <br />STEFFEN ROBERTSON k KIRSTEN (U.S.) <br />SECTION J -J' <br />Consulting Englneels 8 Scientist.' <br />� <br />� <br />yy <br />J— <br />.H <br />ENGINEER No. DESCRIPTION <br />BY DATE TITLE: <br />CONTROL POINT OF <br />DITCH, <br />REACHES 1 - 4, <br />SEE <br />CHANNEL REQUIREMENTS <br />DRAWING 1 <br />4� <br />O <br />�v <br />20 <br />DRAWING 2 <br />'� VARIABLE <br />(n <br />SLOPE <br />A <br />T <br />�� <br />35• <br />Permit Number �•�(_ f9S�`� -((}+ <br />JECT No.: 14732 EVISIOIJ <br />a <br />� <br />Glass. �Pennit <br />- <br />NNN <br />3H:1 V <br />VARIABLE <br />SLOPE <br />I <br />x i x <br />lV N <br />I� <br />3H:IV I 3HAV <br />MATERIAL <br />LINED WITH MATERIAL TYPE 6 - <br />TYPE 5 - RIPRAP RIPRAP <br />SECTION A -A' BORDER <br />LINED WITH MATERIAL <br />TYPE 6 - RIPRAP <br />35• <br />35• I 35• <br />3H:1V 3HAV <br />Zz <br />Z to <br />= Z <br />U W V, <br />Z <br />ww3 <br />I woo <br />0 <br />3H:1V 3H:1V <br />Z� <br />00 <br />U_J <br />K LL <br />M <br />SCALE: 1' =20' <br />VARIABLE <br />SLOPE <br />3H:1 V <br />�J <br />VARIABLE <br />SLOPE <br />4r C MATERIAL <br />TYPE 6 - <br />RIPRAP <br />50' min/ BORDER <br />TRANSITION INTO <br />NATURAL1 DRAINAGE <br />1 <br />H' <br />I,r <br />TAILINGS: <br />EMBANKMENT <br />INTERFACE <br />EXISTING <br />PERIMETER <br />BERM <br />X <br />Ln <br />Z <br />c� <br />to <br />0 <br />m <br />m <br />m <br />X <br />A <br />z <br />N <br />0 <br />V <br />m <br />— EMBANKMENT <br />NATURAL GROUND <br />INTERFACE <br />RECEIVED <br />III II �1 1897 <br />Divition of Minorclt 8 Goglogy <br />n <br />1 3 VARIABLE <br />PREPARED FOR: <br />PREPARED BY: <br />m <br />12 oz. GEOTEXTILE 3 SLOPE <br />BATTLE MOUNTAIN <br />o <br />FILTER FABRIC SEE CHANNEL REQUIREMENTS <br />RESOURCES, INC. <br />DRAWING 1 <br />SAN LUIS PROJECT <br />STEFFEN ROBERTSON k KIRSTEN (U.S.) <br />SECTION J -J' <br />Consulting Englneels 8 Scientist.' <br />� <br />TYPICAL GROSS SECTION THRO IC;H DIT n11TSIT)F PFRIAAFTFR RFRAA <br />^° <br />.H <br />ENGINEER No. DESCRIPTION <br />BY DATE TITLE: <br />SCALE: AS SHOWN <br />n <br />A ISSUED FOR CLIENT REVIEW <br />DH 6/97 <br />DRAWING No.: <br />SURFACE WATER DIVERSION <br />'° <br />0 <br />SECTIONS AND DITCHES <br />DRAWING 2 <br />N <br />MI <br />(n <br />A <br />n <br />a <br />n <br />m <br />Permit Number �•�(_ f9S�`� -((}+ <br />JECT No.: 14732 EVISIOIJ <br />a <br />� <br />Glass. �Pennit <br />- <br />w <br />Section /Exhibit: <br />DESIGNED KS 05/97 <br />f <br />� Type /SB <br />(,'VCW_ C <br />CHECKED DH <br />vl <br />�Applical'pn (Coal only) 0 Bontl 0 Enforcement O Inspection <br />APPROVED II��IIII��I III�III�II��IIIIIIIII�II�II�� <br />