ML17362A287
| ML17362A287 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 12/15/2017 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.3, CRN.PART02, CRN.PART02.1, +reviewed | |
| Download: ML17362A287 (51) | |
Text
2.5.1-208 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes: Seismic reflection profile SRL-1 (Reference 2.5.1-214).
Figure 2.5.1-36.
(Sheet 1 of 5) Seismic Reflection SRL-1Without Interpretation
2.5.1-209 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes: Seismic reflection profile SRL-1 (Reference 2.5.1-214).
Figure 2.5.1-36.
(Sheet 2 of 5) Seismic Reflection SRL-1With Interpretation
2.5.1-210 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Seismic reflection profile SRL-2 (Reference 2.5.1-214).
Figure 2.5.1-36.
(Sheet 3 of 5) Seismic Reflection SRL-2Without Interpretation
2.5.1-211 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Seismic reflection profile SRL-2 (Reference 2.5.1-214).
Figure 2.5.1-36.
(Sheet 4 of 5) Seismic Reflection SRL-2With Interpretation
2.5.1-212 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Borehole locations are presented if projected less than 100 ft from the line unless noted.
Explanation for seismic reflection lines (Reference 2.5.1-214)
Figure 2.5.1-36.
(Sheet 5 of 5) Explanation for Seismic Line Figures
2.5.1-213 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Simplified geologic map of the Clinch River Nuclear site area.
Figure 2.5.1-37.
(Sheet 1 of 2) Site Location Geologic Map
2.5.1-214 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Explanation for geologic map shown in (A) (Reference 2.5.1-214)
Figure 2.5.1-37.
(Sheet 2 of 2) Site Location Geologic Map
2.5.1-215 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 1 of 11) Acoustic Televiewer Data and Outcrop MappingStrike of Bedding
2.5.1-216 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 2 of 11) Acoustic Televiewer Data and Outcrop MappingStrike and Dip of Bedding Planes
2.5.1-217 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 3 of 11) Acoustic Televiewer Data and Outcrop MappingStrike of Fractures
2.5.1-218 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 4 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of all Fractures
2.5.1-219 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 5 of 11) Acoustic Televiewer Data and Outcrop MappingStrike and Dip of Primary Fracture Sets
2.5.1-220 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 6 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Benbolt Formation
2.5.1-221 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 7 of 11) Acoustic Televiewer and Outcrop MappingOrientation of Fractures in the Blackford Formation
2.5.1-222 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 8 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Eidson Formation
2.5.1-223 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 9 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Fleanor Shale
2.5.1-224 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 10 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Newala Limestone
2.5.1-225 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38.
(Sheet 11 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Rockdell Formation
2.5.1-226 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-39.
Site Area Map
2.5.1-227 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-239 Figure 2.5.1-40.
Karst Features near Copper Ridge Cave
2.5.1-228 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-240 Figure 2.5.1-41.
Generalized Geologic Map of the Oak Ridge Area
2.5.1-229 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-240 Figure 2.5.1-42.
Conceptual Model for Karst Systems in the Oak Ridge Area
2.5.1-230 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-43.
Examples of Karst Depressions Mapped from LiDAR Data
2.5.1-231 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-44.
Location of Karst Field Reconnaissance
2.5.1-232 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-45.
Field Photographs of Karst Depressions
2.5.1-233 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-46.
Surface Karst Features and Site Topography Associated with CRBRP Investigations (1973)
2.5.1-234 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-47.
Distribution of Mapped Karst Features in the Site Area
2.5.1-235 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-48.
Field Photographs of Cave Features
2.5.1-236 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-49.
Carbonate Content of Rock Core Samples by Stratigraphic Unit
2.5.1-237 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Page 216 of Reference 2.5.1-238 Figure 2.5.1-50.
Clinch River Breeder Reactor Project Geologic Map
2.5.1-238 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
1.
Boreholes are projected on to a vertical plane oriented perpendicular to bedding strike of N52°E.
2.
Borehole data are compiled from the CRBRP (Reference 2.5.1-100) and the CRN investigation (Reference 2.5.1-214).
Figure 2.5.1-51.
Cross-Section Distribution of Cavities in Rock Core
2.5.1-239 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Sources: Reference 2.5.1-100, Reference 2.5.1-214 Figure 2.5.1-52.
Cavity Size and Elevation in Borings
2.5.1-240 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-7 Figure 2.5.1-53.
Model Showing Types of Phreatic and Water Table Caves
2.5.1-241 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-246 Oblique view south.
Figure 2.5.1-54.
Photograph of Completed Clinch River Breeder Reactor Project Excavation, 1983
2.5.1-242 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-55.
Dissolution of Limestone Interbeds in the Blackford Formation
2.5.1-243 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-56.
(Sheet 1 of 3) Scatter Plots of Geological Strength Index per Bedrock Unit 500 550 600 650 700 750 800 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Benbolt Fm.
Deepest Foundation Level 300 350 400 450 500 550 600 650 700 750 800 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Rockdell Fm.
Deepest Foundation Level
2.5.1-244 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-56.
(Sheet 2 of 3) Scatter plots of Geological Strenth Index per Bedrock Unit 200 300 400 500 600 700 800 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Fleanor Mb.
Deepest Foundation Level 450 500 550 600 650 700 750 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Eidson Mb.
Deepest Foundation Level
2.5.1-245 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-56.
(Sheet 3 of 3) Scatter Plots of Geological Strength Index per Bedrock Unit 0
100 200 300 400 500 600 700 800 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Blackford Fm.
Deepest Foundation Level 300 350 400 450 500 550 600 650 700 0
20 40 60 80 100 Mid-point Elevation (ft)
GSI Newala Fm.
Deepest Foundation Level
2.5.1-246 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Benbolt Formation Rockdell Formation Note: JCond89 = Joint Condition Rating; GSI = Geological Strength Index; RQD = Rock Quality Designation Figure 2.5.1-57.
(Sheet 1 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 0 5
10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90 0
5 10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90
2.5.1-247 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Fleanor Member Eidson Member Figure 2.5.1-57.
(Sheet 2 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 0 5
10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90 0
5 10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90
2.5.1-248 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Blackford Formation Newala Formation Figure 2.5.1-57.
(Sheet 3 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 0 5
10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90 0
5 10 15 20 25 30 35 40 45 50 0
5 10 15 20 25 30 35 40 45 RQD/2 1.5 JCond89 10 20 30 40 50 60 70 80 90
2.5.1-249 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: JCond89 = Joint Condition Rating; RQD = Rock Quality Designation Source: Reference 2.5.1-265 Figure 2.5.1-58.
Estimates of Geological Strength Index at Outcrop Locations 2, 8, and 9
2.5.1-250 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-59.
(Sheet 1 of 2) Scatter Plot of Fracture Zone Apparent ThicknessAgainst Drilled Depth to Fracture Zone Bottom (Using the 100- and 200-Series Borings) 0 50 100 150 200 250 300 350 400 450 0
2 4
6 8
10 12 14 Drilled Depth to Fracture Zone Bottom (ft)
Fracture Zone Apparent Thickness (ft)
2.5.1-251 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-59.
(Sheet 2 of 2) Scatter Plot of Fracture Zone Apparent ThicknessAgainst Elevation of Fracture Zone Bottom (Using the 100- and 200-Series Borings) 350 400 450 500 550 600 650 700 750 800 850 0
2 4
6 8
10 12 14 Elevation of Fracture Zone Bottom (ft, NAVD88)
Fracture Zone Apparent Thickness (ft)
2.5.1-252 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-60.
(Sheet 1 of 2) Scatter Plot of Shear-Fracture Zone Apparent ThicknessAgainst Drilled Depth to Shear-Fracture Zone Bottom (Using 100- and 200-Series Borings) 0 50 100 150 200 250 300 350 400 0
5 10 15 20 Drilled Depth to Shear-Joint Zone Bottom (ft)
Shear-Fracture Zone Apparent Thickness (ft)
2.5.1-253 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-60.
(Sheet 2 of 2) Scatter Plot of Shear-Fracture Zone Apparent ThicknessAgainst Elevation of Shear-Fracture Zone Bottom (Using 100- and 200-Series Borings) 400 450 500 550 600 650 700 750 800 0
5 10 15 20 Elevation of Shear-Joint Zone Bottom (ft, NAVD88)
Shear-Fracture Zone Apparent Thickness (ft)
2.5.1-254 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Source: Reference 2.5.1-273.
The symbols shown on this map represent water resource permits for various applications such as construction, water treatment plants, individual wells, hydrostatic purposes etc. See the legend to this figure on the next sheet.
Mine locations are shown as and include the following on the map:
Roane County Quarry: Crushed and Broken Limestone Dixie Lee Quarry: Crushed and Broken Limestone Oak Ridge Quarry: Crushed and Broken Limestone Clear Energy Corporation (formerly Dalco of Tennessee LLC.): Bituminous Coal and Lignite, Surface.
Dalco Coal of Tennessee, LLC. Bituminous Coal and Lignite, Underground.
Figure 2.5.1-61.
(Sheet 1 of 2) Map showing the Water Resource Permit Application Sites Within Approximately 10 Miles of the Clinch River Nuclear Site
2.5.1-255 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Source: Reference 2.5.1-273.
Figure 2.5.1-61.
(Sheet 2 of 2) Map Showing the Water Resource Permit Application Sites Within Approximately 10 Miles of the Clinch River Nuclear Site
2.5.1-256 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Source: Reference 2.5.1-273.
Figure 2.5.1-62.
Map Showing the Location of Geologic Cross-Section A-A' to Basement
2.5.1-257 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note:
A. Across-strike geologic cross-section A-A' with an expanded section, the location of which is indicated in the rectangle in the center of the diagram.
B. Upper part of Figure A with additional detail. Location of section line is indicated in the geologic map on Figure 2.5.1-62.
Figure 2.5.1-63.
(Sheet 1 of 2) Geologic Cross-Section A-A' Ground Surface to Basement
2.5.1-258 Revision 1 Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Explanation of symbols used to identify the different geologic units in Figures 2.5.1-62 and 2.5.1-63.
Figure 2.5.1-63.
(Sheet 2 of 2) Geologic Cross-Section A-A' Ground Surface to Basement