WPC  2"B Z`XArial ItalicArialArial BoldHP LaserJet 4 PlusIIHPLA4PLU.PRS2xCQ\'sZX#|O9ND,C2xjAG;X1mC9,  Xm2PG;XP/qC:,cXq2pPG;X2w TXT|O(1df"4^DDV6OOYAOAADDAwDADn6wD66w6RwDwwwuR?ROAnOOODOOOOOOuOAwCCCCCCCCwwwwwwA6AAA6AAgww6A6[6RRRwwwwTDDwuuu6RwDwwDu414WddddddddddddddddddddddddddddddddddddddddNTT~PYVPTO33PPPPTTyuu3OuO"uu~uu"m+^99Ipp.DDNt9D99pppppppppp99tttp̅}9ep}}999\p.ppepp9pp..e.ppppDe9peeeeE5EtD9sZDDD9DDDDDDpD|9pppppȰepppp99999999pppppppppepp|pepppppeeee|pppppppppppp9.999.99Xeep.p:p.pDp.pxppppȼDDDeeee}L}9}9ppppppe}e}e}epp.pDe}9ee|pp8dp,(,WddddddddddddddddddddddddddddddddddddddddNHxxHlpD|pppppLJpDHpD,,DDpDDxppxHxxHsdd,DdD"dxdldtxxd2O  "m+^:D`pp8DDLt8D88ppppppppppDDttt|Đ|8p|||D8Dtp8p|p|pD||88p8||||LpD|pppdL8LtD8ttDDD8DDDDDDpD|8pppppȰppppp88888888|||||||||pp|||p||ppppppppppp||||||||88888888ppp|8|L|8|`|8|||||ȼLLLpppp|`|D|D||||||p|d|d|d||8|Lp|Dpp||:dp,0,WddddddddddddddddddddddddddddddddddddddddNHxxHppD|pppppLHpDPpD88ddpDDxppxHxxHs||8ddD"dxxldtxxd P #Xp2PQ XP#e  yxdddy Jicarilla Lower Mundo|'`v(#5Conceptual Design   VIII. XCONCEPTUAL DESIGN ALTERNATIVES (#  R XThe concept design alternatives consist of selected combinations of the (#(#qimprovements recommended in the feasibility design report. All of the concept design alternatives for Lower Mundo Lake Dam will contain the following feasibility design improvements; enclosed rock or riprap scour protection and replacement of spillway weir. The following is a list of each conceptual design alternative with their respective improvements and the drawings associated with each alternative in parenthesis. (#  R X1.X` ` Alternative 1 = Raise dam crest to Elev. 7338 with earth embankment and replace foundation (MX220 and MX226).(#`  R\ X` hp x (#%'0*,.8135@8: