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TABLE OF CONTENTS Figure 2 -6 Extent of Open Drainage System in the River Road Santa Clara Basin (UGB) .................................................................................... ...........................2 -24 Figure 2 -7 Extent of Area as a Percentage of the River Road Santa Clara Basin (UGB) .................................................................................... ...........................2 -24 Figure 2 -8 Extent of 100 -Year Floodway Fringe that is Vacant in the River Road SantaClara Basin ............................................................... ............................... 2 -24 Figure 3 -1 River Road Santa Clara Basin Drainage System Index Map.......... end of Section 3 Figure 3 -2 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -3 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -4 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -5 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -6 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -7 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 3 -8 River Road Santa Clara Basin Drainage System ............................ end of Section 3 Figure 4 -1 Estimated Total Suspended Solids Loads Per Year in the River Road Santa ClaraBasin ( UGB) ................................................................ ............................... 4 -5 Figure 4 -2 Estimated Increases in Total Suspended Solids Loads Associated with Future Buildout in the River Road Santa Clara Basin (UGB) ............................. 4 -5 Figure 4 -3 Estimated Total Suspended Solids Loads Per Acre — Per Year in the River Road Santa Clara Basin (UGB) ............................................ ............................... 4 -6 Figure 4 -4 Comparison of Pre- and Post - Development Hydrographs .... ............................... 4 -7 Figure 4 -5 Original Green Street Concept #2 with Adjusted ROW (Plan View) ............... 4 -19 Figure 4 -6 Original Green Street Concept #2 with Adjusted ROW (Section View) ........... 4 -21 Figure 4 -7 Original Green Street Concept #4 with Adjusted ROW (Plan View) ............... 4 -23 Figure 4 -8 Original Green Street Concept #4 with Adjusted ROW (Section View) ........... 4 -25 Figure 4 -9 Original Green Street Concept #6 with Adjusted ROW (Plan View) ............... 4 -27 Figure 4 -10 Original Green Street Concept #6 with Adjusted ROW (Section View) ........... 4 -29 Figure 4 -11 Destination Considerations for Project Planning Phase ...... ............................... 4 -31 Figure 4 -12 Water Quality Protected Waterways Map .......................... ............................... 4 -36 LIST OF MAPS (Located at end of Section 2) Map 1 Existing Land Use Map 2 Projected Land Use Map 3 Surface Cover Map 4 Slope and Topography Map 5 Surface Water and Drainage System Features Map 6 Soil Permeability Map 7 Soil Runoff Potential Map 8 Highly Erodible Soils Map 9 Hydric Soils Map 10 Soil Types Map 11 High Water Table Map 12 Park, Recreation & Education Facilities N:ASTORMWATER \City of EugencARR_SC Stormwater Basin Plan\2012 Document \Master_ Plan _9- 18- 12_DR-AFT Word Version.doc iv