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FIGUREIV-7 Bridge Street; 100 Year Water Depth 10.5 feet FIGURE IV-B Gallery Building above Bridge Street; 100 Year Water Depth 3.4 feet Bicycle Bridge near lionshead at Section 22; 100 Year Water Depth 6.0 feet Bicycle Bridge at Section 42; 100 Year Water Depth S.6 feet FIGUREIV-S1 FIGUREIV-1o FIGURE IV-lI Town of Vail Golf Course; 100 Year Water Depth O.afeet FIGURE IV-12 Bridge west from Confluence of Gore and Black Gore Creeks at Section 64; 100 Year Water Depth 5.9 feet FIGURE V-I FIGUREV-2 Upper Black lake Spillway looking East Upper Black lake Spillway looking Northwest; 100 Year Water Depth 2.0 feet FIGURE V-3 FIGUREV-4 FIGUREV-S Upper BlaCk lake Spillway DiSCharge Curve Black lake No. 2 Spillway Looking East Black lake No.2 Dam and Spillway; 100 Year Water Depth 1.8 feet Black lake No. 2 Spillway Discharge Curve FIGUREV-6 ~~ .' ',' . ~ , ." )1 ::-j :1. , . j " 1 " , . ~ " c, " . ,-J: I j . .~ ,i~ 'J, ~ 3::;:- .,,"i .~ j + -~ , , J , ~:~ ..1 LIST OF TABLES . Gore Creek Sub-Basin Characteristics TABLEI-l TABLE III-l TABLEJII-2 S.C.S. Snowpack Records Gore Creek Discharges LIST OF PLATES PlATEl Sub-basins and Index to Maps Flooded Area Maps for 100 Year Flood Flood Profiles for 10 Year and 100 Year Floods PLATES2-19 PLATES 20-24 PLATE 25 Cross-Section for Typical Channel Sections .