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<br />- Flood Hazard Boundary Map . . <br />- Flood rnsurance Rate Map <br />- proposed 76-Lot Subdivision . <br />- proposed 6.7-Acre Subdivision <br />- proposed 76-Lot SUbdivision . <br />- proposed S.6-Acre Subdivision <br />- proposed 6.7-Acre SUbdivision <br />- Contour rnterpolation Method - <br />Riverine Flooding Example 1 . . <br />Figure 9 - Contour rnterpolation Method - <br />Riverine Flooding Example 2 . . <br />Figure 10 - Contour rnterpolation Method - <br />Lacustrine Flooding Example 3 . <br />11 - Data Extrapolation Method - Profile <br />12 - Data Extrapolation Method - Plan View <br />13 - Data Extrapolation Method - Profile . <br />14 - Data Extrapolation Method - Plan View <br />lS - Data Extrapolation Method - profile . <br />16 - Cross Section orientation . . . <br />17 - Locate Cross sections at Points of Flood <br />Discharge Changes . . . . . . . . . . <br />18 - Cross section Locations at Structures <br />19 - Wendy Run Drainage Basin . . . . . . <br />20 - Discharge-Drainage Area Plot . . . . <br />21 - 100-Year Discharge Estimates for site A <br />and site B . . . . . . . . . . . <br />Figure 22 - Channel Bank stations . . . . . . <br />Figure 23 - Weir Flow - Embankment Profile is Not <br />Horizontal . . . . <br />Figure 24 - Weir Flow Over Road . . . . . . . <br /> <br />FIGURES <br /> <br />Figure 1 <br />Figure 2 <br />Figure 3 <br />Figure 4 <br />Figure S <br />Figure 6 <br />Figure 7 <br />Figure 8 <br /> <br />Figure <br />Figure <br />Figure <br />Figure <br />Figure <br />Figure <br />Figure <br /> <br />Figure <br />Figure <br />Figure <br />Figure <br /> <br />TABLE OF CONTENTS (continued) <br /> <br />~ <br /> <br />11-2 <br />11-3 <br />III-2 <br />1II-3 <br />1II-4 <br />1II-4 <br />111-5 <br /> <br />V-4 <br /> <br />V-5 <br /> <br />V-6 <br />V-8 <br />V-8 <br />V-9 <br />V-9 <br />V-ID <br />V-14 <br /> <br />V-14 <br />V-15 <br />V-18 <br />V-18 <br /> <br />V-19 <br />V-25 <br /> <br />V-3D <br />V-31 <br /> <br />iii <br />