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Figure 3.1 System Hydraulic Profile at PMF <br />San Luis Project - South Diversion Ditch Drop Structure - Final Design Report 17 <br />SanLuisDrop_n008 Plan: SanLuisDrop_n008 <br />1/4/2016 <br />Legend <br />V1f5 PF 1 <br />Ground <br />86 <br />i <br />i <br />86 <br />--- <br />i <br />o <br />> <br />a� <br />8580 <br />i <br />W <br />85 <br />- - — — -- <br />— - -- <br />---- <br />_ <br />_ <br />' <br />I <br />i <br />I <br />i <br />ai <br />O <br />85 <br />0 <br />i <br />V: OR <br />O-O-O-(n(()OO Y')0010 -O -MN -(n -(O O-O—r- <br />O O n O h V O M t` N (O O <br />N N N M M M e V V IO O (O (O r` CO <br />500 <br />rn <br />r <br />W <br />—aq <br />(D <br />t` <br />O <br />1000 <br />(O <br />1,-1: <br />O <br />r (O O M (O M CO <br />� r; o-aq r <br />n O v M C O O r, <br />M-rte--(O-O-(O-O N <br />N N M M sr (O <br />1500 <br />CO (O IO (O <br />ry rn aq v. <br />(O N O O <br />(O t0 -O (O (O <br />t` W Q) O <br />N N <br />2000 <br />Main Channel Distance (fQ <br />W W, M <br />(O h (n <br />M N -CO <br />M <br />N N N <br />2500 <br />O <br />O—O-(O-O-(O-N-r�-M-CO <br />t` <br />N <br />O O LO (O <br />W GO m O <br />N N N N <br />3000 <br />O CO <br />aq-ry—v,-o <br />N <br />O O <br />M M <br />O <br />IC (O O <br />c <br />M <br />M CO CO <br />r <br />O O <br />—O <br />M CO <br />3500 <br />4000 <br />Figure 3.1 System Hydraulic Profile at PMF <br />San Luis Project - South Diversion Ditch Drop Structure - Final Design Report 17 <br />