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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Figure 1 <br />Figure 2 <br />Figure 3 <br />Figure 4 <br />Figure 5 <br />Figure 6 <br /> <br />Figure 7 <br />Figure 8 <br /> <br />Figure 9 <br /> <br />LIST OF FIGURES <br /> <br />Service Area Map <br />Water Storage Records. 1949 to 2000 <br />Jackson lake Reservoir Storage Capacity <br />Plan View of Jackson Lake Dam <br />Typical Cross Section of Existing Embankment <br />Option 2 - Continue Current Practice of Limited Slab Replacement <br />Option 3 - Improved Program of Slab Replacement <br />Option 4 - Resurface the Upstream Face with Soil Cement <br />Option 5A - Beach the Upstream Slope at a 1 0(H}:1 (V) Slope and Armor <br />with Gravel <br />Option 5B - Beach the Upstream Slope at a 5(H):1(V) Slope and Armor <br />with Soil Cement <br />Option 6A - Flatten the Upstream Slope to 2.5(H}:1.0(V) and Armor with <br />New Concrete Slabs <br />Option 6B- Flatten the Upstream Slope to 2.5(H}:1.0(V) and Armor with <br />~prnp , <br /> <br />vii <br />