WPC  2"B Z`XArial ItalicArialArial BoldHP LaserJet 4 PlusIIHPLA4PLU.PRS2xCQ\'sZX#|9ND,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 LaJara|'`v(#5Conceptual Design   VIII.CONCEPTUAL DESIGN ALTERNATIVES   R XThe concept design alternatives consist of selected combinations of the (#(#Fimprovements recommended in the feasibility design report.  All of the concept design alternatives for Lajara Lake Dam will contain the following feasibility design improvements; (1) add fusegates spillway to diversion dike emergency spillway, (2) all weather surface crest, (3) repair existing structures under State Highway 537 and remove rock from bluff, and (4) replace outlet works. The following is a list of each conceptual design alternative with their respective improvements and the drawings associated with each alternative in parenthesis.(#  R 1.` ` Alternative 1 = Raise middle dike for detention storage and upgrade dam (LX220, LX224 and LX223).(#`  R  X` hp x (#%'0*,.8135@8: