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<br /> T~ble 3 (Cont'd) <br /> FLOOD PLAIN REFEREl'CE OAT'" <br /> TOLLGATECREEKAi'VffiIOOTARIES <br /> WHERE CHANNEL IMPRO~EJ'.IENT IS PROPOSED <br /> Distance Intermedl"teRegioMI <br /> F,~ Stream Bed Elev~tion Flood Elev~tion <br /> !<louth, Prop05ed New Cllannel Propo5edNewCIlannel <br /> Foet Ft.,M.S.L Ft., :~.S.L. <br /> CHERRY CREEK SPillWAY DRAIN <br /> '50 5495.1 5500.0 <br /> 250 5496.1 5500.9 <br />N 500 5498.6 550.5.4 <br />. <br /> ',000 550.5.6 5506..5 <br /> 2,060 5514.2 5518.8 <br /> 2,068 5518.5 5524.6 <br /> 2,110 5518.9 5525.0 <br /> 2,500 5522.8 5528.9 <br /> 2,160 5525.4 5531.5 <br /> 2,768 5531.5 5537.3 <br /> 2,<>60 5532.3 5536.1 <br /> 2,960 5533.3 5539.1 <br /> .5,%0 5534.3 5540.1 <br /> .5,065 5538.5 5541.8 <br /> 3,160 5539.5 5543.1 <br /> 3,260 5540.5 5545.4 <br /> 3,40-0 5541.5 5546.0 <br /> <br />,- <br /> <br />Table 3 (Cont'd) <br />FlOOOPlAINREFERE'CEDATA <br />TOll GATE CREEK AND TRIBUTARIES <br />WHERE CI-'ANNEl IMPROVEMENT IS PROPOSED <br /> <br /> o stance <br /> Fron <br /> '~outt. , <br /> Feet <br /> 3,520 <br /> .5,660 <br /> 3,668 <br />" <br />0 .5,760 <br /> 3,860 <br /> 3,960 <br /> 4,060 <br /> 4,006 <br /> <br />Str..amBedElevation <br />Propo5ed Ne~ Channel <br />Ft., I~. 5 .l. <br />CHERRY CREEK SPILLWAY DRAIN (CONT'O) <br />5549.0 <br />5550.0 <br />5555.8 <br />5556.7 <br />5557.7 <br />5558.7 <br />5559.7 <br />5565.5 <br /> <br />Intermediate Reglonal <br />Flood Elevation <br />Proposed New Channel <br />Ft.,M.S.l. <br /> <br />5558.3 <br />5558.3 <br />5560.4 <br />5561.3 <br />5562.3 <br />5563.3 <br />5564.3 <br />5570.1 <br />