V. C. Summer Nuclear Station Units 2 & 3 COLA (Final Safety ...

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V. C. Summer Nuclear Station, Units 2 and 3 COL Application Part 2, FSAR Revision 4 2.4-125 Figure 2.4-201. Topography of the Site of Units 2 and 3 and Vicinity

Transcript of V. C. Summer Nuclear Station Units 2 & 3 COLA (Final Safety ...

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

Revision 42.4-125

Figure 2.4-201. Topography of the Site of Units 2 and 3 and Vicinity

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

Revision 42.4-126

Figure 2.4-202. Map Showing Major Hydrologic Features at Plant Site

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

Revision 42.4-127

Figure 2.4-203. General Plant Site Layout

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Figure 2.4-204. Broad River Watershed at Richtex

V. C. Summer Nuclear Station, Units 2 and 3COL Application

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Revision 42.4-129

Figure 2.4-205. Monticello Reservoir Area and Storage Capacity Curves (Elevations Relative to NGVD29)

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Area, acres

Storage Area

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

Revision 42.4-130

Figure 2.4-206. Parr Reservoir Area and Storage Capacity Curves (Elevations Relative to NGVD29)

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Figure 2.4-207. Location of Dams in the Broad River Watershed Upstream of the Richtex Station seeTable 2.4-204 for Dam Data)

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

Revision 42.4-132

Figure 2.4-208. Locations of Existing and Proposed Reservoirs between Parr Shoals and Clinchfield Dams on Broad River

V. C. Summer Nuclear Station, Units 2 and 3COL Application

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Revision 42.4-133

Figure 2.4-209. Downstream Water Users

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

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Figure 2.4-210. Plant Site Drainage Basins and Flow Paths

V. C. Summer Nuclear Station, Units 2 and 3COL Application

Part 2, FSAR

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Figure 2.4-211. Comparison of 1940 UH and HEC-1 Optimized UH Based on 1990 Storm Event

Figure 2.4-212. Comparison of Measured vs. Estimated Flood Hydrograph for 1976 Storm Event

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Measured Hydrograph at Richtex

Estimated Hydrograph at Richtex(based on 1940-UH)

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Figure 2.4-213. Comparison of Measured vs. Estimated Flood Hydrograph for 1990 Storm Event

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Measured Hydrograph at Alston(adjusted to drainage area atRichtex)

Estimated Hydrograph at Richtex(based on 1940-UH)

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Part 2, FSAR

Revision 42.4-137

Figure 2.4-214. PMP Rainfall Hyetograph and the PMF Hydrograph for the Broad River Watershed at Richtex

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Revision 42.4-138

Figure 2.4-215. Wind Fetch Analysis for Monticello Reservoir

V. C. Summer Nuclear Station, Units 2 and 3COL Application

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Figure 2.4-216. Elevation Storage Curves Hypothetical Reservoir at Parr Shoals Dam (Elevations Relative to NGVD29)

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Area, acres

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Storage: main river only

Area: main river + branches

Area: main river only

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Figure 2.4-217. Fetch Length for Hypothetical Reservoir at Parr Shoals Dam

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Figure 2.4-218. Topography of Part of the Broad River Watershed Upstream of Parr Shoals Dam (Reference 230)

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Figure 2.4-219. Map of South Carolina from 1838 (Reference 205)

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Figure 2.4-220. Map of South Carolina from 1773 (Reference 208)