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• <br />• <br />• <br />8.G.59 Scenario 5 — Groundwater Pumping from the Mound in <br />Reach 19, Net Hydrologic Effect ............ .........................8 -G -66 <br />8.G.60 Scenario 1 — Groundwater Pumping from the Mound in <br />Reach 10, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -68 <br />8.G.61 Scenario 1 — Groundwater Pumping from the Mound in <br />Reach 17, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -68 <br />8.G.62 Scenario 1 — Groundwater Pumping from the Mound in <br />Reach 18, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -69 <br />8.G.63 Scenario 1 — Groundwater Pumping from the Mound in <br />Reach 19, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -69 <br />8.G.64 Scenario 2 — Groundwater Pumping from the Mound in <br />Reach 10, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -70 <br />8.G.65 Scenario 2 — Groundwater Pumping from the Mound in <br />Reach 17, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -70 <br />8.G.66 Scenario 2— Groundwater Pumping from the Mound in <br />Reach 18, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -71 <br />8.G.67 Scenario 2— Groundwater Pumping from the Mound in <br />Reach 19, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -71 <br />8.G.68 Scenario 3— Groundwater Pumping from the Mound in <br />Reach 10, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -72 <br />8.G.69 Scenario 3— Groundwater Pumping from the Mound in <br />Reach 17, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -72 <br />8.G.70 Scenario 3— Groundwater Pumping from the Mound in <br />Reach 18, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -73 <br />8.G.71 Scenario 3— Groundwater Pumping from the Mound in <br />Reach 19, Reductions to Target Flow Shortages without <br />Diversions............................................... .........................8 -G -73 <br />8.G.72 Scenario 4 — Groundwater Pumping from the Mound in <br />Reach 17, Reductions to Target Flow Shortages without <br />Diversions ............................................... .........................8 -G -74 <br />I: \PROJECTS \Platte \Work Products \Task 7\TOC3.doc XIX <br />