ML091400530

Final Safety Analysis Report (Fsar), Amendment 93, Section 2.5, Figure 2.5-181 Through Figure 2.5-610

ML091400530
Person / Time
Site:	Watts Bar
Issue date:	04/30/2009
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML091400530 (486)

Text

WATTS BAR WBNP-33 Figure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-469

WATTS BAR WBNP-33 Figure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-470

WATTS BAR WBNP-33 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-471

WATTS BAR WBNP-33 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-472

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-185 Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-473

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-474

WATTS BAR WBNP-89 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-475

WATTS BAR WBNP-89 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-476

WATTS BAR WBNP-89 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-477

WATTS BAR WBNP-89 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-478

WATTS BAR WBNP-63 Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-479

WATTS BAR WBNP-63 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-480

WATTS BAR WBNP-63 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-481

WATTS BAR WBNP-63 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-482

WATTS BAR WBNP-63 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-483

WATTS BAR WBNP-63 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-484

WATTS BAR WBNP-63 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-485

WATTS BAR WBNP-63 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-486

WATTS BAR WBNP-24 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-487

WATTS BAR WBNP-24 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-488

WATTS BAR WBNP-24 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-489

WATTS BAR WBNP-24 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-490

WATTS BAR WBNP-24 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-491

WATTS BAR WBNP-24 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-492

WATTS BAR WBNP-24 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-493

WATTS BAR WBNP-24 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-494

WATTS BAR WBNP-24 Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-495

WATTS BAR WBNP-71 Figure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - Undrained) Silt and Clay Samples Natural Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-496

WATTS BAR WBNP-71 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-497

WATTS BAR WBNP-71 Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-498

WATTS BAR WBNP-71 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-499

WATTS BAR WBNP-71 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-500

WATTS BAR WBNP-71 Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-501

WATTS BAR WBNP-71 Figure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flexible Circular Footing 10, 50, 100, and 200 Ft. in Diameter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-502

WATTS BAR WBNP-71 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-503

WATTS BAR WBNP-71 Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-504

WATTS BAR WBNP-71 Figure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where Detailed Calculations Were Not Made.

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-505

WATTS BAR WBNP-71 Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-506

WATTS BAR WBNP-71 Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-507

WATTS BAR WBNP-71 Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-508

WATTS BAR WBNP-50 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-509

WATTS BAR WBNP-89 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-510

WATTS BAR WBNP-89 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-511

WATTS BAR WBNP-89 Figure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-512

WATTS BAR WBNP-89 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-513

WATTS BAR WBNP-89 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-514

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-515

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-516

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-517

WATTS BAR WBNP-89 Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-518

WATTS BAR WBNP-89 Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-519

WATTS BAR WBNP-89 Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-520

WATTS BAR WBNP-89 Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-521

WATTS BAR WBNP-89 Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-522

WATTS BAR WBNP-89 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-523

WATTS BAR WBNP-89 Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-524

WATTS BAR WBNP-63 Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-525

WATTS BAR WBNP-63 Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-526

WATTS BAR WBNP-63 Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-527

WATTS BAR WBNP-63 Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-528

WATTS BAR WBNP-63 Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-529

WATTS BAR WBNP-63 Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-530

WATTS BAR WBNP-63 Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-531

WATTS BAR WBNP-63 Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-532

WATTS BAR WBNP-63 Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-533

WATTS BAR WBNP-63 Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-534

WATTS BAR WBNP-63 Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-535

WATTS BAR WBNP-63 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-536

WATTS BAR WBNP-63 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-537

WATTS BAR WBNP-63 Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-538

WATTS BAR WBNP-63 Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-539

WATTS BAR WBNP-63 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-540

WATTS BAR WBNP-63 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-541

WATTS BAR WBNP-28 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-542

WATTS BAR WBNP-28 Figure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-543

WATTS BAR WBNP-28 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-544

WATTS BAR WBNP-24 Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-545

WATTS BAR WBNP-24 Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-546

WATTS BAR WBNP-71 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-547

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples 2.5-548

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-549

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-550

WATTS BAR WBNP-24 Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-551

WATTS BAR WBNP-24 Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-552

WATTS BAR WBNP-24 Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-553

WATTS BAR WBNP-24 Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-554

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture 2.5-555

WATTS BAR WBNP-44 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-556

WATTS BAR WBNP-28 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-557

WATTS BAR WBNP-28 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-558

WATTS BAR WBNP-28 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-559

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 2.5-560

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 2.5-561

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 2.5-562

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 2.5-563

WATTS BAR WBNP-44 Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-564

WATTS BAR WBNP-44 Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-565

WATTS BAR WBNP-44 Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-566

WATTS BAR WBNP-44 Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-567

WATTS BAR WBNP-44 Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-568

WATTS BAR WBNP-44 Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-569

WATTS BAR WBNP-44 Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-570

WATTS BAR WBNP-44 Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-571

WATTS BAR WBNP-62 Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-572

WATTS BAR WBNP-44 Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-573

WATTS BAR WBNP-44 Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-574

WATTS BAR WBNP-44 Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-575

WATTS BAR WBNP-44 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-576

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-577

WATTS BAR WBNP-49 Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-578

WATTS BAR WBNP-49 Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-579

WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-580

WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-581

WATTS BAR WBNP-49 Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-582

WATTS BAR WBNP-49 Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-583

WATTS BAR WBNP-49 Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-584

WATTS BAR WBNP-50 Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-585

WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-586

WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-587

WATTS BAR WBNP-50 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-588

WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-589

WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-590

WATTS BAR WBNP-50 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-591

WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-592

WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-593

WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-594

WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-595

WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-596

WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-597

WATTS BAR WBNP-50 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-598

WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-599

WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-600

WATTS BAR WBNP-50 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-601

WATTS BAR WBNP-50 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-602

WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-603

WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-604

WATTS BAR WBNP-50 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-605

WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-606

WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-607

WATTS BAR WBNP-50 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-608

WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-609

WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-610

WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-611

WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-612

WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-613

WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-614

WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-615

WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-616

WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-617

WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-618

WATTS BAR WBNP-50 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-619

WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-620

WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-621

WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-622

WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-623

WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-624

WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-625

WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-626

WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-627

WATTS BAR WBNP-50 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-628

WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-629

WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-630

WATTS BAR WBNP-63 Figure 2.5-308 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-631

WATTS BAR WBNP-50 Figure 2.5-308 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-632

WATTS BAR WBNP-50 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-633

WATTS BAR WBNP-50 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-634

WATTS BAR WBNP-50 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-635

WATTS BAR WBNP-50 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-636

WATTS BAR WBNP-50 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-637

WATTS BAR WBNP-50 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-638

WATTS BAR WBNP-50 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-639

WATTS BAR WBNP-50 Figure 2.5-316 Soil Profile (Sheet 1 of 1)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-640

WATTS BAR WBNP-50 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-641

WATTS BAR WBNP-50 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-642

WATTS BAR WBNP-50 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-643

WATTS BAR WBNP-50 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-644

WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-645

WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-646

WATTS BAR WBNP-50 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-647

WATTS BAR WBNP-50 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-648

WATTS BAR WBNP-50 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-649

WATTS BAR WBNP-50 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-650

WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-651

WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-652

WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-653

WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-654

WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-655

WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-656

WATTS BAR WBNP-50 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-657

WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-658

WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-659

WATTS BAR WBNP-63 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-660

WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-661

WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-662

WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 1of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-663

WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 2of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-664

WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-665

WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-666

WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-667

WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-668

WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-669

WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-670

WATTS BAR WBNP-50 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-671

WATTS BAR WBNP-50 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-672

WATTS BAR WBNP-50 Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-673

WATTS BAR WBNP-50 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-674

WATTS BAR WBNP-50 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-675

WATTS BAR WBNP-50 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-676

WATTS BAR WBNP-50 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-677

WATTS BAR WBNP-50 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-678

WATTS BAR WBNP-50 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-679

WATTS BAR WBNP-50 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-680

WATTS BAR WBNP-50 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-681

WATTS BAR WBNP-50 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-682

WATTS BAR WBNP-50 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-683

WATTS BAR WBNP-50 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-684

WATTS BAR WBNP-50 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-685

WATTS BAR WBNP-50 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-686

WATTS BAR WBNP-50 Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-687

WATTS BAR WBNP-50 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-688

WATTS BAR WBNP-50 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-689

WATTS BAR WBNP-50 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-690

WATTS BAR WBNP-50 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-691

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-63 Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-692

WATTS BAR WBNP-50 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-693

WATTS BAR WBNP-50 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-694

WATTS BAR WBNP-50 Figure 2.5-361 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-695

WATTS BAR WBNP-50 Figure 2.5-362 Category I Soil Supported Structures Soil Investigation 2.5-696 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-363 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-697

WATTS BAR WBNP-50 Figure 2.5-364 Category I Soil Supported Structures Soil Investigation 2.5-698 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-699

WATTS BAR WBNP-50 Figure 2.5-366 Soil Supported Structures 2.5-700 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-701

WATTS BAR WBNP-50 Figure 2.5-368 Soil Supported Structures 2.5-702 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-703

WATTS BAR WBNP-50 Figure 2.5-370 Soil Supported Structures 2.5-704 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-705

WATTS BAR WBNP-50 Figure 2.5-372 Gravel Boring No. 125 2.5-706 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-373 Gravel Boring No. 129 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-707

WATTS BAR 2.5-708 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained)

Test Fine Grained Soils (Undisturbed Samples)

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained) 2.5-709 Test Fine Grained Soils (Undisturbed Samples)

WATTS BAR 2.5-710 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) -

(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples)

WATTS BAR WBNP-50 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-711

WATTS BAR WBNP-50 Figure 2.5-378 Soil Profile 2.5-712 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-713

WATTS BAR WBNP-50 Figure 2.5-380 Soil Profile 2.5-714 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-715

WATTS BAR WBNP-50 Figure 2.5-382 Soil Profile 2.5-716 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-717

WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 2 of 2) 2.5-718 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-719

WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 2 of 2) 2.5-720 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-721

WATTS BAR WBNP-50 Figure 2.5-386 Soil Profile 2.5-722 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-723

WATTS BAR WBNP-50 Figure 2.5-388 Soil Profile 2.5-724 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-725

WATTS BAR WBNP-50 Figure 2.5-390 Soil Profile 2.5-726 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-727

WATTS BAR WBNP-50 Figure 2.5-392 Soil Profile 2.5-728 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-729

WATTS BAR WBNP-50 Figure 2.5-394 Soil Profile 2.5-730 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-731

WATTS BAR WBNP-50 Figure 2.5-396 Soil Profile 2.5-732 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-733

WATTS BAR WBNP-50 Figure 2.5-398 Soil Profile 2.5-734 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-735

WATTS BAR WBNP-62 Figure 2.5-400 Soil Profile 2.5-736 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-62 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-737

WATTS BAR WBNP-62 v

Figure 2.5-402 Soil Profile 2.5-738 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-739

WATTS BAR WBNP-50 Figure 2.5-404 Soil Profile 2.5-740 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-741

WATTS BAR WBNP-50 Figure 2.5-406 Soil Profile 2.5-742 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-743

WATTS BAR WBNP-50 Figure 2.5-408 Soil Profile 2.5-744 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-745

WATTS BAR WBNP-50 Figure 2.5-410 Soil Profile 2.5-746 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-747

WATTS BAR WBNP-50 Figure 2.5-412 Soil Profile 2.5-748 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-749

WATTS BAR WBNP-50 Figure 2.5-414 Soil Profile 2.5-750 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-751

WATTS BAR WBNP-50 Figure 2.5-416 Soil Profile 2.5-752 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-753

WATTS BAR WBNP-50 Figure 2.5-418 Soil Profile 2.5-754 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-755

WATTS BAR WBNP-50 Figure 2.5-420 Soil Profile 2.5-756 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-757

WATTS BAR WBNP-50 Figure 2.5-422 Soil Profile 2.5-758 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-759

WATTS BAR WBNP-50 Figure 2.5-424 Soil Profile 2.5-760 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-761

WATTS BAR WBNP-50 Figure 2.5-426 Soil Profile 2.5-762 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-763

WATTS BAR WBNP-50 Figure 2.5-428 Soil Profile 2.5-764 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-765

WATTS BAR WBNP-50 Figure 2.5-430 Soil Profile 2.5-766 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-767

WATTS BAR WBNP-50 v

Figure 2.5-432 Soil Profile 2.5-768 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-769

WATTS BAR WBNP-50 Figure 2.5-434 Soil Profile 2.5-770 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-771

WATTS BAR WBNP-50 Figure 2.5-436 Soil Profile 2.5-772 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-773

WATTS BAR WBNP-50 Figure 2.5-438 Soil Profile 2.5-774 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-775

WATTS BAR WBNP-50 Figure 2.5-440 Soil Profile 2.5-776 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-777

WATTS BAR WBNP-50 Figure 2.5-442 Soil Profile 2.5-778 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-779

WATTS BAR WBNP-50 Figure 2.5-444 Soil Profile 2.5-780 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-781

WATTS BAR WBNP-50 Figure 2.5-446 Soil Profile 2.5-782 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-783

WATTS BAR WBNP-50 Figure 2.5-448 Soil Profile 2.5-784 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-785

WATTS BAR WBNP-50 Figure 2.5-450 Soil Profile 2.5-786 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-787

WATTS BAR WBNP-50 Figure 2.5-452 Soil Profile 2.5-788 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-789

WATTS BAR WBNP-50 Figure 2.5-454 Soil Profile 2.5-790 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-791

WATTS BAR WBNP-50 Figure 2.5-456 Soil Profile 2.5-792 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-793

WATTS BAR WBNP-50 Figure 2.5-458 Soil Profile 2.5-794 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-795

WATTS BAR WBNP-50 Figure 2.5-460 Soil Profile 2.5-796 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-797

WATTS BAR WBNP-50 v

Figure 2.5-462 Soil Profile 2.5-798 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-799

WATTS BAR WBNP-50 Figure 2.5-464 Soil Profile 2.5-800 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-801

WATTS BAR WBNP-50 Figure 2.5-466 Soil Profile 2.5-802 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-803

WATTS BAR WBNP-50 Figure 2.5-468 Soil Profile 2.5-804 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-805

WATTS BAR WBNP-50 Figure 2.5-470 Soil Profile 2.5-806 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-807

WATTS BAR WBNP-50 Figure 2.5-472 Soil Profile 2.5-808 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-809

WATTS BAR WBNP-50 Figure 2.5-474 Soil Profile 2.5-810 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-811

WATTS BAR WBNP-50 Figure 2.5-476 Soil Profile 2.5-812 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-813

WATTS BAR WBNP-50 Figure 2.5-478 Soil Profile 2.5-814 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-815

WATTS BAR WBNP-50 Figure 2.5-480 Soil Profile 2.5-816 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-817

WATTS BAR WBNP-50 Figure 2.5-482 Soil Profile 2.5-818 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-819

WATTS BAR WBNP-50 Figure 2.5-484 Soil Profile 2.5-820 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-821

WATTS BAR WBNP-50 Figure 2.5-486 Soil Profile 2.5-822 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-823

WATTS BAR WBNP-50 Figure 2.5-488 Soil Profile 2.5-824 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-825

WATTS BAR WBNP-50 Figure 2.5-490 Soil Profile 2.5-826 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-827

WATTS BAR WBNP-50 v

Figure 2.5-492 Soil Profile 2.5-828 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-829

WATTS BAR WBNP-50 Figure 2.5-494 Soil Profile 2.5-830 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-831

WATTS BAR WBNP-50 Figure 2.5-496 Soil Profile 2.5-832 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-833

WATTS BAR WBNP-50 Figure 2.5-498 Soil Profile 2.5-834 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-835

WATTS BAR WBNP-50 Figure 2.5-500 Soil Profile 2.5-836 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-837

WATTS BAR WBNP-50 Figure 2.5-502 Soil Profile 2.5-838 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-839

WATTS BAR WBNP-50 Figure 2.5-504 Soil Profile 2.5-840 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-841

WATTS BAR WBNP-50 Figure 2.5-506 Soil Profile 2.5-842 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-843

WATTS BAR WBNP-50 Figure 2.5-508 Soil Profile 2.5-844 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-845

WATTS BAR WBNP-50 Figure 2.5-510 Soil Profile 2.5-846 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-847

WATTS BAR WBNP-50 Figure 2.5-512 Soil Profile 2.5-848 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-849

WATTS BAR WBNP-50 Figure 2.5-514 Soil Profile 2.5-850 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-851

WATTS BAR WBNP-50 Figure 2.5-516 Soil Profile 2.5-852 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-853

WATTS BAR WBNP-50 Figure 2.5-518 Soil Profile 2.5-854 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-519 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-855

WATTS BAR 2.5-856 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-520 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R - (Consolidated -Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture WBNP-50

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-521 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-857

WATTS BAR 2.5-858 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-522 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated - Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content

WATTS BAR v

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-523 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-859

WATTS BAR WBNP-50 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-860 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-861

WATTS BAR WBNP-50 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-862 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-863

WATTS BAR WBNP-50 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-864 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-865

WATTS BAR WBNP-50 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-866 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-867

WATTS BAR WBNP-50 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-868 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-869

WATTS BAR WBNP-50 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-870 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-871

WATTS BAR WBNP-50 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-872 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-873

WATTS BAR WBNP-50 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-874 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-875

WATTS BAR WBNP-50 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-876 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-877

WATTS BAR WBNP-50 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-878 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-879

WATTS BAR WBNP-50 Figure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) 2.5-880 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-881

WATTS BAR WBNP-50 Figure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049) 2.5-882 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-883

WATTS BAR WBNP-50 Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building 2.5-884 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 1 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-885

WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 2 of 4) 2.5-886 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 3 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-887

WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 4 of 4) 2.5-888 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-889

WATTS BAR WBNP-50 Figure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Figure) 2.5-890 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-891

WATTS BAR WBNP-50 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-892 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-893

WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) 2.5-894 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-895

WATTS BAR WBNP-50 Figure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) 2.5-896 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-897

WATTS BAR WBNP-50 Figure 2.5-558 Class IE Conduit 2.5-898 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-899

WATTS BAR WBNP-50 Figure 2.5-560 Class IE Conduit 2.5-900 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-901

WATTS BAR WBNP-50 Figure 2.5-562 Class IE Conduit 2.5-902 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-903

WATTS BAR WBNP-50 Figure 2.5-564 ERCU & HPFP System 2.5-904 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-905

WATTS BAR WBNP-63 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-906 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-907

WATTS BAR WBNP-50 Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO 2.5-908 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-909

WATTS BAR 2.5-910 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-570 Comparison of Induced Shear Stress and Shear Stress Required to Cause 5% Strain and Resulting Factors Of Safety With Depth Below Ground Surface WBNP-50

WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 1 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-911

WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 2 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-912

WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 3 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-913

WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 4 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-914

WATTS BAR WBNP-50 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-915

WATTS BAR WBNP-50 Figure 2.5-573 (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-916

WATTS BAR WBNP-50 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-917

WATTS BAR WBNP-50 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-918

WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-919

WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-920

WATTS BAR WBNP-50 Figure 2.5-577 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-921

WATTS BAR WBNP-50 Figure 2.5-578 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-922

WATTS BAR WBNP-50 Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-923

WATTS BAR WBNP-50 Figure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-924

WATTS BAR WBNP-59 Figure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-925

WATTS BAR WBNP-50 Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-926

WATTS BAR WBNP-50 Figure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-927

WATTS BAR WBNP-59 Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-928

WATTS BAR WBNP-50 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-929

WATTS BAR WBNP-50 Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-930

WATTS BAR WBNP-50 Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-931

WATTS BAR WBNP-50 Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Minimum Settlement -Auxiliary Building Settlement Station 20 (1973-1982)

(Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-932

WATTS BAR WBNP-50 Figure 2.5-589 Maximum Settlement - Diesel Generator Building Settlenent Station 1 & Intake Pumping Station Settlement Station 3A; Minimum Settlement Diesel Generator Building Settlement Station 4 & Intake Pumping Station Settlement Station 4 (1975-1982)

(Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-933

WATTS BAR WBNP-50 Figure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-934

WATTS BAR WBNP-50 Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-935

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-936

WATTS BAR WBNP-50 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-937

WATTS BAR WBNP-50 Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-938

WATTS BAR WBNP-50 Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-939

WATTS BAR WBNP-50 Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-940

WATTS BAR WBNP-50 Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-941

WATTS BAR WBNP-59 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-942

WATTS BAR WBNP-59 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-943

WATTS BAR WBNP-59 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-944

WATTS BAR WBNP-59 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-945

WATTS BAR WBNP-59 Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-946

WATTS BAR WBNP-59 Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-947

WATTS BAR WBNP-59 Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-948

WATTS BAR WBNP-59 Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-949

WATTS BAR WBNP-59 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-950

WATTS BAR WBNP-59 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-951

WATTS BAR WBNP-63 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-952

WATTS BAR WBNP-63 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-953

WATTS BAR WBNP-59 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-954