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s 4 r <br />A. ifydrnlogic Z>nvestigAtimas — Ccmtiuumad <br />. .–fit <br />3.1:1 Design hycirograpks Make reservoir rout ing *sing <br />and associated B- distri,butioa curve and <br />routing. hydrolovy prandare 9, <br />Lincoln E aad VP Unit. 4 <br />a Dou a..Ad ` W=Iate data that ix needed <br />Benefits by economist, 10 <br />b final Plan ?cake the hydrologio writO--UP <br />for the final work plan. 3 <br />m Tecknical. Time will be requested and <br />Cemovrreftoe teobnieal oan urrenve obtaintd <br />frCM the A and kP Unit at the <br />Maliest possible date. This <br />shcauld be done beforo Ahor <br />been{ of the Partin could be <br />groatly affeated by a change <br />in hydrology. 8 <br />Before ts'"Rioal essourrsaaoe <br />is req%ested, all material <br />will be filed systematically <br />AA4 indexed. <br />T OTAL 47 <br />B. Sedia mtat i oa aAd Geologic Isrest igat i cu►s <br />1. Assista ce vrill be gives to the Work Unit Conservationist iA the <br />devsloWent of land nse and convervgtioa weeds studies is the <br />v atersr,hed. <br />S. As inventory w ill be >aaade and gkom on a map prepared by the <br />geolvjist of sediment and erosion irts+ages as mailer tribataries <br />to ssupplsawat data already available a the maiastsas. Terse <br />investigations will be assoelated with resdisl effeets of planned <br />str+ratural measares. tstimatss will be quads of #ature '"d 'km& a0'5 <br />"d this inforscation will be ftraished to the OGGR saist. <br />S . Dttsmine average annual MMWt of ground vat or restoration to be <br />allatted to proposed str%Vt%Lres. <br />4. 8rrd mt sterags raqu.ire"Sts will be oauputed fox oa ch structure. <br />Tbese OWSKtations will be barssd ea available reservoir ,sedimeat <br />surv►e" and an maps sh.o%tag sedimiA aouree areas. <br />S. All stxuvtWs sites vd31 be *xW&j2Akd to deterx0tae if 4MY uxwraal <br />q*40 .is Sasditifts are pressat. erg► site which way have <br />qs"ti+raairis lvtsda����,oc�dest t� 1�slcx• detail vdtl�� pi'�n <br />064t #vela atisg, <br />,raging. <br />