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<br />T~ effectiveness of the reservoirs cen be i~proved <br />bYlIIore careful use of l>,rinll flood waters, but the l1mit<td flow <br /> <br />available at the dlvareio13 to the l'8seM'oir makea for" 61!laller <br /> <br />p6seible galn with the Weber development then with the Jackson <br /> <br />"- <br /> <br />Gulch dovelopment. <br /> <br />Diversion and storage of tinter flow ie neoeesl!ry wi th <br /> <br />either reservoir, but with the Joc~8on Guloh development the <br /> <br />lnck,thereot can in men] ysars be made up f~om oubsequent diver- <br />Biona in the sprinll, lfl1ll~ ultb the Weber sits t.h18 opportunity <br /> <br />19 usually locking. Careful attention both to the capture at <br /> <br /> <br />all the 'storable water pOssible find to its efficient ~nd scono- <br /> <br />mic"l. uss uyon rel.elise would be nectlt'ssry with t'lither 1$1te, be- <br /> <br />ceuse of' the limited Ifatar sup,?l,- ond its cOllt. <br /> <br />Rs:;>sYJllant <br /> <br />Crop productio)'l .."lUllS sboUld be increased by en <br /> <br />emount ~qua.l to fully three timet; the cost or the DUPl'lemental <br /> <br />wllter. <br /> <br />The cost of tile storage development if carried wholly <br />by the project lande, amounting to 03.61 p~r ucre per year with <br /> <br />the Jcckson Gulch d~velo0~nt end f.J.43 per ~cre per yeer #ith <br /> <br />~.s Weber Bite, together with ~inor co~te ,for operating exloting <br /> <br />crm.ela, if) fully equ<.l to the maximuQl the Reclllmat10n Bureau <br /> <br />projects of equal productivity h,ws pdd, in times Detter then <br /> <br />ti1011e llf ~cent yafors. I'he col.'l"ection of ,;uch amounts year in <br /> <br />end yeer out over e poriod of 40 yeers will be found difficult <br /> <br />if not jlmpos5ible. <br /> <br />" <br /> <br />1 <br /> <br />r <br />