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<br />FIGURES <br /> <br />Fiqure 1 <br />Fiqure 2 <br />Fiqure 3 <br />Fiqure 4 <br />Fiqure 5 <br />Fiqure 6 <br />Fiqure 7 <br />Fiqure 8 <br /> <br />Fiqure 9 <br /> <br />Fiqure 10 <br /> <br />Fiqure <br />Fiqure <br />Fiqure <br />Fiqure <br />Fiqure <br />Fiqure <br />Fiqure <br /> <br />Fiqure <br />Fiqure <br />Fiqure <br />Fiqure <br /> <br />Fiqure 22 <br />Fiqure 23 <br /> <br />Fiqure 24 <br /> <br />TABLE OF CONTENTS (continued) <br /> <br />Paqe <br /> <br />- Flood Hazard Boundary Map . . <br />- Flood Insurance Rate Map <br />- proposed 76-Lot Subdivision . <br />- proposed 6.7-Acre Subdivision <br />- proposed 76-Lot Subdivision . <br />- proposed 5.6-Acre SUbdivision <br />- proposed 6.7-Acre Subdivision <br />- Contour Interpolation Method - <br />Riverine Floodinq Example 1 . . <br />- Contour Interpolation Method - <br />Riverine Floodinq Example 2 . . <br />- Contour Interpolation Method - <br />Lacustrine Floodinq 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 />15 - Data Extrapolation Method - Profile . <br />16 - Cross section Orientation . . . <br />17 - Locate Cross sections at Points of Flood <br />Discharqe Chanqes . . . . . . . . . . <br />18 - Cross section Locations at Structures <br />19 - Wendy Run Drainaqe Basin . . . . . . <br />20 - Discharqe-Drainaqe Area Plot . . . . <br />21 - 100-Year Discharqe Estimates for site A <br />and site B . . . . . . . . . . . <br />- Channel Bank stations . . . . . . <br />- Weir Flow - Embankment Profile is Not <br />Horizontal . . . . <br />- Weir Flow Over Road . . . . . . . <br /> <br />11-2 <br />11-3 <br />111-2 <br />111-3 <br />111-4 <br />111-4 <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-10 <br />V-14 <br /> <br />V-l4 <br />V-15 <br />V-18 <br />V-18 <br /> <br />V-19 <br />V-25 <br /> <br />V-30 <br />V-31 <br /> <br />iii <br />