ML12244A064
| ML12244A064 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 08/23/2012 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML12244A064 (486) | |
Text
WATTS BAR WBNP-109 Figure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-467
WATTS BAR WBNP-109 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 2.5-468
WATTS BAR WBNP-109 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-469
WATTS BAR WBNP-109 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-470
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-185 Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-471
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-472
WATTS BAR WBNP-109 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-473
WATTS BAR WBNP-109 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-474
WATTS BAR WBNP-109 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-475
WATTS BAR WBNP-109 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-476
WATTS BAR WBNP-109 Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-477
WATTS BAR WBNP-109 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-478
WATTS BAR WBNP-109 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-479
WATTS BAR WBNP-109 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-480
WATTS BAR WBNP-109 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-481
WATTS BAR WBNP-109 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-482
WATTS BAR WBNP-109 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-483
WATTS BAR WBNP-109 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-484
WATTS BAR WBNP-109 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-485
WATTS BAR WBNP-109 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-486
WATTS BAR WBNP-109 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-487
WATTS BAR WBNP-109 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-488
WATTS BAR WBNP-109 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-489
WATTS BAR WBNP-109 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-490
WATTS BAR WBNP-109 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-491
WATTS BAR WBNP-109 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-492
WATTS BAR WBNP-109 Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-493
WATTS BAR WBNP-109 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 2.5-494
WATTS BAR WBNP-109 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-495
WATTS BAR WBNP-109 Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-496
WATTS BAR WBNP-109 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-497
WATTS BAR WBNP-109 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-498
WATTS BAR WBNP-109 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 2.5-499
WATTS BAR WBNP-109 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 2.5-500
WATTS BAR WBNP-109 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-501
WATTS BAR WBNP-109 Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-502
WATTS BAR WBNP-109 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 2.5-503
WATTS BAR WBNP-109 Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-504
WATTS BAR WBNP-109 Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-505
WATTS BAR WBNP-109 Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-506
WATTS BAR WBNP-109 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-507
WATTS BAR WBNP-109 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-508
WATTS BAR WBNP-109 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-509
WATTS BAR WBNP-109 Figure 2.5-222 Borrow Investigation (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-510
WATTS BAR WBNP-109 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-511
WATTS BAR WBNP-109 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-512
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-513
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-514
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-515
WATTS BAR WBNP-109 Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-516
WATTS BAR WBNP-109 Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-517
WATTS BAR WBNP-109 Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-518
WATTS BAR WBNP-109 Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-519
WATTS BAR WBNP-109 Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-520
WATTS BAR WBNP-109 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-521
WATTS BAR WBNP-109 Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-522
WATTS BAR WBNP-109 Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-523
WATTS BAR WBNP-109 Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-524
WATTS BAR WBNP-109 Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-525
WATTS BAR WBNP-109 Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-526
WATTS BAR WBNP-109 Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-527
WATTS BAR WBNP-109 Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-528
WATTS BAR WBNP-109 Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-529
WATTS BAR WBNP-109 Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-530
WATTS BAR WBNP-109 Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-531
WATTS BAR WBNP-109 Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-532
WATTS BAR WBNP-109 Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-533
WATTS BAR WBNP-109 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-534
WATTS BAR WBNP-109 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-535
WATTS BAR WBNP-109 Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-536
WATTS BAR WBNP-109 Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-537
WATTS BAR WBNP-109 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-538
WATTS BAR WBNP-109 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-539
WATTS BAR WBNP-109 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-540
WATTS BAR WBNP-109 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 2.5-541
WATTS BAR WBNP-109 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-542
WATTS BAR WBNP-109 Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-543
WATTS BAR WBNP-109 Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-544
WATTS BAR WBNP-109 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-545
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples WBNP-109 2.5-546
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-109 2.5-547
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-109 2.5-548
WATTS BAR WBNP-109 Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-549
WATTS BAR WBNP-109 Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-550
WATTS BAR WBNP-109 Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-551
WATTS BAR WBNP-109 Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-552
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture WBNP-109 2.5-553
WATTS BAR WBNP-109 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-554
WATTS BAR WBNP-109 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-555
WATTS BAR WBNP-109 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-556
WATTS BAR WBNP-109 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-557
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 WBNP-109 2.5-558
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 WBNP-109 2.5-559
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 WBNP-109 2.5-560
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 WBNP-109 2.5-561
WATTS BAR WBNP-109 Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-562
WATTS BAR WBNP-109 Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-563
WATTS BAR WBNP-109 Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-564
WATTS BAR WBNP-109 Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-565
WATTS BAR WBNP-109 Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-566
WATTS BAR WBNP-109 Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-567
WATTS BAR WBNP-109 Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-568
WATTS BAR WBNP-109 Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-569
WATTS BAR WBNP-109 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 2.5-570
WATTS BAR WBNP-109 Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-571
WATTS BAR WBNP-109 Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-572
WATTS BAR WBNP-109 Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-573
WATTS BAR WBNP-109 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-574
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-575
WATTS BAR WBNP-109 Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-576
WATTS BAR WBNP-109 Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-577
WATTS BAR WBNP-109 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 2.5-578
WATTS BAR WBNP-109 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 2.5-579
WATTS BAR WBNP-109 Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-580
WATTS BAR WBNP-109 Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-581
WATTS BAR WBNP-109 Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-582
WATTS BAR WBNP-109 Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-583
WATTS BAR WBNP-109 Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-584
WATTS BAR WBNP-109 Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-585
WATTS BAR WBNP-109 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-586
WATTS BAR WBNP-109 Figure 2.5-283 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-587
WATTS BAR WBNP-109 Figure 2.5-283 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-588
WATTS BAR WBNP-109 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-589
WATTS BAR WBNP-109 Figure 2.5-285 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-590
WATTS BAR WBNP-109 Figure 2.5-285 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-591
WATTS BAR WBNP-109 Figure 2.5-286 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-592
WATTS BAR WBNP-109 Figure 2.5-286 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-593
WATTS BAR WBNP-109 Figure 2.5-287 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-594
WATTS BAR WBNP-109 Figure 2.5-287 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-595
WATTS BAR WBNP-109 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-596
WATTS BAR WBNP-109 Figure 2.5-289 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-597
WATTS BAR WBNP-109 Figure 2.5-289 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-598
WATTS BAR WBNP-109 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-599
WATTS BAR WBNP-109 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-600
WATTS BAR WBNP-109 Figure 2.5-292 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-601
WATTS BAR WBNP-109 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-602
WATTS BAR WBNP-109 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-603
WATTS BAR WBNP-109 Figure 2.5-294 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-604
WATTS BAR WBNP-109 Figure 2.5-294 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-605
WATTS BAR WBNP-109 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-606
WATTS BAR WBNP-109 Figure 2.5-296 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-607
WATTS BAR WBNP-109 Figure 2.5-296 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-608
WATTS BAR WBNP-109 Figure 2.5-297 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-609
WATTS BAR WBNP-109 Figure 2.5-297 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-610
WATTS BAR WBNP-109 Figure 2.5-298 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-611
WATTS BAR WBNP-109 Figure 2.5-298 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-612
WATTS BAR WBNP-109 Figure 2.5-299 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-613
WATTS BAR WBNP-109 Figure 2.5-299 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-614
WATTS BAR WBNP-109 Figure 2.5-300 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-615
WATTS BAR WBNP-109 Figure 2.5-300 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-616
WATTS BAR WBNP-109 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-617
WATTS BAR WBNP-109 Figure 2.5-302 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-618
WATTS BAR WBNP-109 Figure 2.5-302 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-619
WATTS BAR WBNP-109 Figure 2.5-303 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-620
WATTS BAR WBNP-109 Figure 2.5-303 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-621
WATTS BAR WBNP-109 Figure 2.5-304 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-622
WATTS BAR WBNP-109 Figure 2.5-304 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-623
WATTS BAR WBNP-109 Figure 2.5-305 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-624
WATTS BAR WBNP-109 Figure 2.5-305 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-625
WATTS BAR WBNP-109 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-626
WATTS BAR WBNP-109 Figure 2.5-307 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-627
WATTS BAR WBNP-109 Figure 2.5-307 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-628
WATTS BAR WBNP-109 Figure 2.5-308 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-629
WATTS BAR WBNP-109 Figure 2.5-308 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-630
WATTS BAR WBNP-109 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-631
WATTS BAR WBNP-109 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-632
WATTS BAR WBNP-109 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-633
WATTS BAR WBNP-109 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-634
WATTS BAR WBNP-109 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-635
WATTS BAR WBNP-109 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-636
WATTS BAR WBNP-109 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-637
WATTS BAR WBNP-109 Figure 2.5-316 Soil Profile (Sheet 1 of 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-638
WATTS BAR WBNP-109 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-639
WATTS BAR WBNP-109 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-640
WATTS BAR WBNP-109 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-641
WATTS BAR WBNP-109 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-642
WATTS BAR WBNP-109 Figure 2.5-321 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-643
WATTS BAR WBNP-109 Figure 2.5-321 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-644
WATTS BAR WBNP-109 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-645
WATTS BAR WBNP-109 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-646
WATTS BAR WBNP-109 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-647
WATTS BAR WBNP-109 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-648
WATTS BAR WBNP-109 Figure 2.5-326 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-649
WATTS BAR WBNP-109 Figure 2.5-326 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-650
WATTS BAR WBNP-109 Figure 2.5-327 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-651
WATTS BAR WBNP-109 Figure 2.5-327 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-652
WATTS BAR WBNP-109 Figure 2.5-328 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-653
WATTS BAR WBNP-109 Figure 2.5-328 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-654
WATTS BAR WBNP-109 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-655
WATTS BAR WBNP-109 Figure 2.5-330 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-656
WATTS BAR WBNP-109 Figure 2.5-330 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-657
WATTS BAR WBNP-109 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-658
WATTS BAR WBNP-109 Figure 2.5-332 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-659
WATTS BAR WBNP-109 Figure 2.5-332 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-660
WATTS BAR WBNP-109 Figure 2.5-333 Soil Profile (Sheet 1of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-661
WATTS BAR WBNP-109 Figure 2.5-333 Soil Profile (Sheet 2of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-662
WATTS BAR WBNP-109 Figure 2.5-334 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-663
WATTS BAR WBNP-109 Figure 2.5-334 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-664
WATTS BAR WBNP-109 Figure 2.5-335 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-665
WATTS BAR WBNP-109 Figure 2.5-335 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-666
WATTS BAR WBNP-109 Figure 2.5-336 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-667
WATTS BAR WBNP-109 Figure 2.5-336 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-668
WATTS BAR WBNP-109 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-669
WATTS BAR WBNP-109 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-670
WATTS BAR WBNP-109 Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-671
WATTS BAR WBNP-109 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-672
WATTS BAR WBNP-109 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-673
WATTS BAR WBNP-109 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-674
WATTS BAR WBNP-109 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-675
WATTS BAR WBNP-109 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-676
WATTS BAR WBNP-109 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-677
WATTS BAR WBNP-109 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-678
WATTS BAR WBNP-109 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-679
WATTS BAR WBNP-109 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-680
WATTS BAR WBNP-109 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-681
WATTS BAR WBNP-109 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-682
WATTS BAR WBNP-109 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-683
WATTS BAR WBNP-109 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-684
WATTS BAR WBNP-109 Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-685
WATTS BAR WBNP-109 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-686
WATTS BAR WBNP-109 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-687
WATTS BAR WBNP-109 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-688
WATTS BAR WBNP-109 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-689
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-690
WATTS BAR WBNP-109 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-691
WATTS BAR WBNP-109 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-692
WATTS BAR WBNP-109 Figure 2.5-361 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-693
WATTS BAR WBNP-109 Figure 2.5-362 Category I Soil Supported Structures Soil Investigation 2.5-694 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-363 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-695
WATTS BAR WBNP-109 Figure 2.5-364 Category I Soil Supported Structures Soil Investigation 2.5-696 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-697
WATTS BAR WBNP-109 Figure 2.5-366 Soil Supported Structures 2.5-698 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-699
WATTS BAR WBNP-109 Figure 2.5-368 Soil Supported Structures 2.5-700 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-701
WATTS BAR WBNP-109 Figure 2.5-370 Soil Supported Structures 2.5-702 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-703
WATTS BAR WBNP-109 Figure 2.5-372 Gravel Boring No. 125 2.5-704 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-373 Gravel Boring No. 129 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-705
2.5-706 WATTS BAR Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained)
Test Fine Grained Soils (Undisturbed Samples) WBNP-109 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained) 2.5-707 Test Fine Grained Soils (Undisturbed Samples) WBNP-109
2.5-708 WATTS BAR Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) -
(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples) WBNP-109 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-709
WATTS BAR WBNP-109 Figure 2.5-378 Soil Profile 2.5-710 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-711
WATTS BAR WBNP-109 Figure 2.5-380 Soil Profile 2.5-712 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-713
WATTS BAR WBNP-109 Figure 2.5-382 Soil Profile 2.5-714 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-383 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-715
WATTS BAR WBNP-109 Figure 2.5-383 Soil Profile (Sheet 2 of 2) 2.5-716 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-384 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-717
WATTS BAR WBNP-109 Figure 2.5-384 Soil Profile (Sheet 2 of 2) 2.5-718 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-719
WATTS BAR WBNP-109 Figure 2.5-386 Soil Profile 2.5-720 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-721
WATTS BAR WBNP-109 Figure 2.5-388 Soil Profile 2.5-722 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-723
WATTS BAR WBNP-109 Figure 2.5-390 Soil Profile 2.5-724 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-725
WATTS BAR WBNP-109 Figure 2.5-392 Soil Profile 2.5-726 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-727
WATTS BAR WBNP-109 Figure 2.5-394 Soil Profile 2.5-728 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-729
WATTS BAR WBNP-109 Figure 2.5-396 Soil Profile 2.5-730 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-731
WATTS BAR WBNP-109 Figure 2.5-398 Soil Profile 2.5-732 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-733
WATTS BAR WBNP-109 Figure 2.5-400 Soil Profile 2.5-734 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-735
WATTS BAR WBNP-109 v
Figure 2.5-402 Soil Profile 2.5-736 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-737
WATTS BAR WBNP-109 Figure 2.5-404 Soil Profile 2.5-738 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-739
WATTS BAR WBNP-109 Figure 2.5-406 Soil Profile 2.5-740 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-741
WATTS BAR WBNP-109 Figure 2.5-408 Soil Profile 2.5-742 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-743
WATTS BAR WBNP-109 Figure 2.5-410 Soil Profile 2.5-744 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-745
WATTS BAR WBNP-109 Figure 2.5-412 Soil Profile 2.5-746 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-747
WATTS BAR WBNP-109 Figure 2.5-414 Soil Profile 2.5-748 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-749
WATTS BAR WBNP-109 Figure 2.5-416 Soil Profile 2.5-750 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-751
WATTS BAR WBNP-109 Figure 2.5-418 Soil Profile 2.5-752 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-753
WATTS BAR WBNP-109 Figure 2.5-420 Soil Profile 2.5-754 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-755
WATTS BAR WBNP-109 Figure 2.5-422 Soil Profile 2.5-756 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-757
WATTS BAR WBNP-109 Figure 2.5-424 Soil Profile 2.5-758 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-759
WATTS BAR WBNP-109 Figure 2.5-426 Soil Profile 2.5-760 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-761
WATTS BAR WBNP-109 Figure 2.5-428 Soil Profile 2.5-762 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-763
WATTS BAR WBNP-109 Figure 2.5-430 Soil Profile 2.5-764 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-765
WATTS BAR WBNP-109 v
Figure 2.5-432 Soil Profile 2.5-766 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-767
WATTS BAR WBNP-109 Figure 2.5-434 Soil Profile 2.5-768 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-769
WATTS BAR WBNP-109 Figure 2.5-436 Soil Profile 2.5-770 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-771
WATTS BAR WBNP-109 Figure 2.5-438 Soil Profile 2.5-772 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-773
WATTS BAR WBNP-109 Figure 2.5-440 Soil Profile 2.5-774 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-775
WATTS BAR WBNP-109 Figure 2.5-442 Soil Profile 2.5-776 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-777
WATTS BAR WBNP-109 Figure 2.5-444 Soil Profile 2.5-778 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-779
WATTS BAR WBNP-109 Figure 2.5-446 Soil Profile 2.5-780 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-781
WATTS BAR WBNP-109 Figure 2.5-448 Soil Profile 2.5-782 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-783
WATTS BAR WBNP-109 Figure 2.5-450 Soil Profile 2.5-784 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-785
WATTS BAR WBNP-109 Figure 2.5-452 Soil Profile 2.5-786 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-787
WATTS BAR WBNP-109 Figure 2.5-454 Soil Profile 2.5-788 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-789
WATTS BAR WBNP-109 Figure 2.5-456 Soil Profile 2.5-790 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-791
WATTS BAR WBNP-109 Figure 2.5-458 Soil Profile 2.5-792 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-793
WATTS BAR WBNP-109 Figure 2.5-460 Soil Profile 2.5-794 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-795
WATTS BAR WBNP-109 v
Figure 2.5-462 Soil Profile 2.5-796 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-797
WATTS BAR WBNP-109 Figure 2.5-464 Soil Profile 2.5-798 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-799
WATTS BAR WBNP-109 Figure 2.5-466 Soil Profile 2.5-800 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-801
WATTS BAR WBNP-109 Figure 2.5-468 Soil Profile 2.5-802 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-803
WATTS BAR WBNP-109 Figure 2.5-470 Soil Profile 2.5-804 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-805
WATTS BAR WBNP-109 Figure 2.5-472 Soil Profile 2.5-806 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-807
WATTS BAR WBNP-109 Figure 2.5-474 Soil Profile 2.5-808 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-809
WATTS BAR WBNP-109 Figure 2.5-476 Soil Profile 2.5-810 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-811
WATTS BAR WBNP-109 Figure 2.5-478 Soil Profile 2.5-812 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-813
WATTS BAR WBNP-109 Figure 2.5-480 Soil Profile 2.5-814 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-815
WATTS BAR WBNP-109 Figure 2.5-482 Soil Profile 2.5-816 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-817
WATTS BAR WBNP-109 Figure 2.5-484 Soil Profile 2.5-818 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-819
WATTS BAR WBNP-109 Figure 2.5-486 Soil Profile 2.5-820 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-821
WATTS BAR WBNP-109 Figure 2.5-488 Soil Profile 2.5-822 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-823
WATTS BAR WBNP-109 Figure 2.5-490 Soil Profile 2.5-824 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-825
WATTS BAR WBNP-109 v
Figure 2.5-492 Soil Profile 2.5-826 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-827
WATTS BAR WBNP-109 Figure 2.5-494 Soil Profile 2.5-828 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-829
WATTS BAR WBNP-109 Figure 2.5-496 Soil Profile 2.5-830 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-831
WATTS BAR WBNP-109 Figure 2.5-498 Soil Profile 2.5-832 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-833
WATTS BAR WBNP-109 Figure 2.5-500 Soil Profile 2.5-834 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-835
WATTS BAR WBNP-109 Figure 2.5-502 Soil Profile 2.5-836 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-837
WATTS BAR WBNP-109 Figure 2.5-504 Soil Profile 2.5-838 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-839
WATTS BAR WBNP-109 Figure 2.5-506 Soil Profile 2.5-840 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-841
WATTS BAR WBNP-109 Figure 2.5-508 Soil Profile 2.5-842 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-843
WATTS BAR WBNP-109 Figure 2.5-510 Soil Profile 2.5-844 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-845
WATTS BAR WBNP-109 Figure 2.5-512 Soil Profile 2.5-846 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-847
WATTS BAR WBNP-109 Figure 2.5-514 Soil Profile 2.5-848 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-849
WATTS BAR WBNP-109 Figure 2.5-516 Soil Profile 2.5-850 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-851
WATTS BAR WBNP-109 Figure 2.5-518 Soil Profile 2.5-852 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-519 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-853
2.5-854 WATTS BAR 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-109 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
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-109 2.5-855
2.5-856 WATTS BAR 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 WBNP-109 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
v WATTS BAR 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-109 2.5-857
WATTS BAR WBNP-109 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-858 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-859
WATTS BAR WBNP-109 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-860 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-861
WATTS BAR WBNP-109 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-862 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-863
WATTS BAR WBNP-109 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-864 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-865
WATTS BAR WBNP-109 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-866 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-867
WATTS BAR WBNP-109 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-868 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-869
WATTS BAR WBNP-109 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-870 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-871
WATTS BAR WBNP-109 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-872 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-873
WATTS BAR WBNP-109 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-874 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-875
WATTS BAR WBNP-109 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-876 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-877
WATTS BAR WBNP-109 Figure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) 2.5-878 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 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 2.5-879
WATTS BAR WBNP-109 Figure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049) 2.5-880 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 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 2.5-881
WATTS BAR WBNP-109 Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building 2.5-882 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 1 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-883
WATTS BAR WBNP-109 Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 2 of 4) 2.5-884 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 3 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-885
WATTS BAR WBNP-109 Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 4 of 4) 2.5-886 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-550 ERCU Pipeline Section B-B (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-887
WATTS BAR WBNP-109 Figure 2.5-551 ERCU Pipeline Section C-C (Actual Figure Located in Oversized Figures File) 2.5-888 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-889
WATTS BAR WBNP-109 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-890 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-554 Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-891
WATTS BAR WBNP-109 Figure 2.5-554 Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 2 of 2) 2.5-892 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-555 Category I Electrical Conduits Section G-G (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-893
WATTS BAR WBNP-109 Figure 2.5-556 Category I Electrical Conduits Section H-H (Actual Figure Located in Oversized Figures File) 2.5-894 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-895
WATTS BAR WBNP-109 Figure 2.5-558 Class IE Conduit 2.5-896 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-897
WATTS BAR WBNP-109 Figure 2.5-560 Class IE Conduit 2.5-898 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-899
WATTS BAR WBNP-109 Figure 2.5-562 Class IE Conduit 2.5-900 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-901
WATTS BAR WBNP-109 Figure 2.5-564 ERCU & HPFP System 2.5-902 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-903
WATTS BAR WBNP-109 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-904 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-905
WATTS BAR WBNP-109 Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO 2.5-906 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-907
2.5-908 WATTS BAR 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-109 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-109 Figure 2.5-571 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File)(Sheet 1 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-909
WATTS BAR WBNP-109 Figure 2.5-571 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File)(Sheet 2 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-910
WATTS BAR WBNP-109 Figure 2.5-571 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File)(Sheet 3 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-911
WATTS BAR WBNP-109 Figure 2.5-571 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File)(Sheet 4 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-912
WATTS BAR WBNP-109 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-913
WATTS BAR WBNP-109 Figure 2.5-573 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-914
WATTS BAR WBNP-109 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-915
WATTS BAR WBNP-109 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-916
WATTS BAR WBNP-109 Figure 2.5-576 Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-917
WATTS BAR WBNP-109 Figure 2.5-576 Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-918
WATTS BAR WBNP-109 Figure 2.5-577 Category I Electrical Conduits Section G-G (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-919
WATTS BAR WBNP-109 Figure 2.5-578 Category I Electrical Conduits Section H-H (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-920
WATTS BAR WBNP-109 Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-921
WATTS BAR WBNP-109 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 2.5-922
WATTS BAR WBNP-109 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 2.5-923
WATTS BAR WBNP-109 Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-924
WATTS BAR WBNP-109 Figure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-925
WATTS BAR WBNP-109 Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-926
WATTS BAR WBNP-109 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-927
WATTS BAR WBNP-109 Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-928
WATTS BAR WBNP-109 Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-929
WATTS BAR WBNP-109 Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Minimum Settlement -Auxiliary Building Settlement Station 20 (1973-1982)
(Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-930
WATTS BAR WBNP-109 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)
(Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-931
WATTS BAR WBNP-109 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 2.5-932
WATTS BAR WBNP-109 Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-933
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-934
WATTS BAR WBNP-109 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-935
WATTS BAR WBNP-109 Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-936
WATTS BAR WBNP-109 Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-937
WATTS BAR WBNP-109 Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-938
WATTS BAR WBNP-109 Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-939
WATTS BAR WBNP-109 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-940
WATTS BAR WBNP-109 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-941
WATTS BAR WBNP-109 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-942
WATTS BAR WBNP-109 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-943
WATTS BAR WBNP-109 Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-944
WATTS BAR WBNP-109 Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-945
WATTS BAR WBNP-109 Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-946
WATTS BAR WBNP-109 Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-947
WATTS BAR WBNP-109 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-948
WATTS BAR WBNP-109 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-949
WATTS BAR WBNP-109 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-950
WATTS BAR WBNP-109 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-951
WATTS BAR WBNP-109 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-952