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0 <br />-9� <br />oil <br />. 7 & 8 <br />yl� <br />v <br />/ <br />/ <br />- J <br />ROADSID <br />b <br />1 <br />AFFECT RhA6t -at <br />iverslon - Ditch 1 D}D5)'� - <br />- + <br />lIII IN iiiiiii <br />- -- - East Diversion Ditch 2 - <br />X -- - - <br />4 _ pb - "_ - - -- <br />o e - - - -30 <br />JLL� <br />opsoil Pile 3 � - - - - - - - _ <br />- -- - - <br />1 <br />TH PORTAL <br />/ <br />/ LLL <br />/ !L <br />---- <br />Came i • <br />Borrow = 1 <br />` RIP -RAP PROTECTION AT Q ERTS i v <br />rea No. <br />1 I I �;�, <br />\ L) 1 <br />V 1 <br />co <br />4790 / 1 XCEL <br />COOLING PONDS <br />X 4717.2 1 <br />N XI <br />1 <br />T T TRANSITION NE \1 <br />�I SEE EXHIBIT DETAIL °K" <br />1 <br />AFFECTED SURFACE AREA B DARY\ ;- <br />1 I D D TAILS - - -- - - - - <br />DESIGN DESIGN DEPTH BOTTOM D50 % �, <br />RI PRAP <br />DITCH SLOPE WITH FREEBOARD WIDTH RIPRAP LENGTH <br />D -DI 2.0% 2.2' 3.0' 9" IN -PLACE <br />D -DI 13.0% 1.7' 3.0' 15" IN -PLACE , <br />D -D2 8.0% 1.8' 3.0' 12" IN -PLACE �, <br />D -D3 8.0% 1.7' 3.0' 12" IN -PLACE <br />D -D3 12.0% 1.6' 3.0' 12" IN -PLACE ,� <br />D -D3 50.0% 1.4' 3.0' 24" IN -PLACE <br />D -D4 4.2% 1.4' 3.0' PIT RUN IN -PLACE Depth w /0.3' Freeboor* <br />o <br />D D5 3.0% D. 6' 3.0' N/A N/A 1.5h:1v <br />D -D5 9.25% 1.6' 3.0' 6" 240' 1 <br />D -D5 1.5% 1.4' 3.0' N/A N/A <br />Width <br />Bottonn <br />D -D6 1.0% 0.9' 3.0 N/A N/A <br />, ` <br />D -D7 18.0% 1.3' 3.0' 6" 250' DITCH CROSS SECTION FOR DITCHES +* <br />D -D8 3.2% 0.7' 3.0' N/A N/A D -6, D -8, AND D -11 w=' <br />D -D9 9.0% 1.6' 3.0' 6" 210' _T <br />D -D10 2.5% 1.8' 3.0' PIT RUN 720' <br />D -D11 1.5% 1.9' 3.0' N/A N/A Depth w/ 1.0' Freeboard <br />D -D12 12.0% 1.5' 3.0' 9" 85' <br />D -D13 10% 2.0 0.0' N/A N/A 1.5h:1v RipRop <br />Bottom Width <br />DITCH CROSS SECTION FOR DITCHES <br />D -1, D -2, D -3, D -4, D -5, D -7, D -9, D -10 AND D -12 <br />9p <br />RUNOFF CALCULATIONS FOR RECLAMATION AREA ARE FOUND IN APPENDIX 14 -6 /I , ti \ <br />LEGEND; <br />•���������• AFFECTED SURFACE AREA BOUNDARY <br />XCEL ENERGY, INC. DISTURBANCE <br />- - X - - DESIGN DITCHES <br />D -6 <br />> » >> >> BERM 1.5' HIGH <br />Cu <br />♦ i <br />M_ - <br />W <br />/ <br />♦ - <br />/ <br />z' <br />s <br />I I� <br />r <br />G <br />Y <br />TYPICAL CROSS SECTION <br />I <br />O <br />Topography of reclaimed areas provided <br />by Data Mapping of Grand Junction, CO. <br />(2002) <br />10 <br />�r <br />1 <br />/i <br />v <br />r <br />N 1,016,00 J_ <br />