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{{#Wiki_filter: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
{{#Wiki_filter:}}
 
==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}}

Latest revision as of 11:46, 14 January 2025

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 Tennessee Valley Authority icon.png
Issue date: 04/30/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML091400530 (486)
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