ML13255A261: Difference between revisions

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{{#Wiki_filter:GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
{{#Wiki_filter:WATTS BAR                                                                                                              WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-467WATTS BARWBNP-110Figure 2.5-181  Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                        2.5-467
 
WATTS BAR                                                                                                            WBNP-110 Figure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-468WATTS BARWBNP-110Figure 2.5-182  Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-468
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-469WATTS BARWBNP-110Figure 2.5-183  Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                  2.5-469
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-470WATTS BARWBNP-110Figure 2.5-184  Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS            2.5-470
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                            WBNP-110 Figure 2.5-185 Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-471WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-185  Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-471
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                            WBNP-110 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-472WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-185a  Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-472
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-473WATTS BARWBNP-110Figure 2.5-186  Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-473
 
WATTS BAR                                                                                                                                WBNP-110 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-474WATTS BARWBNP-110Figure 2.5-187  Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                        2.5-474
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-475WATTS BARWBNP-110Figure 2.5-188  Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-475
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-476WATTS BARWBNP-110Figure 2.5-189  Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-476
 
WATTS BAR                                                                                                                                                                  WBNP-110 Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-477WATTS BARWBNP-110Figure 2.5-190  Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-477
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-478WATTS BARWBNP-110Figure 2.5-191  Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-478
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-479WATTS BARWBNP-110Figure 2.5-192  Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-479
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-480WATTS BARWBNP-110Figure 2.5-193  Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-480
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-481WATTS BARWBNP-110Figure 2.5-194  Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-481
 
WATTS BAR                                                                                                                                                  WBNP-110 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-482WATTS BARWBNP-110Figure 2.5-195  Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                          2.5-482
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-483WATTS BARWBNP-110Figure 2.5-196  Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-483
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-484WATTS BARWBNP-110Figure 2.5-197  Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-484
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-485WATTS BARWBNP-110Figure 2.5-198  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                        2.5-485
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-486WATTS BARWBNP-110Figure 2.5-199  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-486
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-487WATTS BARWBNP-110Figure 2.5-200  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-487
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-488WATTS BARWBNP-110Figure 2.5-201  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                              2.5-488
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-489WATTS BARWBNP-110Figure 2.5-202  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-489
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-490WATTS BARWBNP-110Figure 2.5-203  Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-490
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-491WATTS BARWBNP-110Figure 2.5-204  Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS          2.5-491
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-492WATTS BARWBNP-110Figure 2.5-205  Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
OF FOUNDATION CONDITIONS                        2.5-492


==SUMMARY==
WATTS BAR                                                                            WBNP-110 Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.
OF FOUNDATION CONDITIONS2.5-493WATTS BARWBNP-110Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-494WATTS BARWBNP-110Figure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - Undrained) Silt and Clay Samples Natural Moisture Conte nt GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-493
 
WATTS BAR                                                                                                                  WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-495WATTS BARWBNP-110Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                          2.5-494
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-496WATTS BARWBNP-110Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-495
 
WATTS BAR                                                                                                                                                    WBNP-110 Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-497WATTS BARWBNP-110Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                            2.5-496
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-498WATTS BARWBNP-110Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS            2.5-497
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-499WATTS BARWBNP-110Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-498
 
WATTS BAR                                                                                                            WBNP-110 Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-500WATTS BARWBNP-110Figure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flexible Circular Footing 10, 50, 100, and 200 F
OF FOUNDATION CONDITIONS                                    2.5-499
: t. in Diameter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
 
WATTS BAR                                                                                                                      WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-501WATTS BARWBNP-110Figure 2.5-214 E ia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                2.5-500
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-502WATTS BARWBNP-110Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-501
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-503WATTS BARWBNP-110Figure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where Detailed Calculations Were Not Made.
OF FOUNDATION CONDITIONS                                2.5-502
 
WATTS BAR                                                                                                                  WBNP-110 Figure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where Detailed Calculations Were Not Made.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-504WATTS BARWBNP-110Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                            2.5-503
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-505WATTS BARWBNP-110Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                              2.5-504
 
WATTS BAR                                                                                                          WBNP-110 Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-506WATTS BARWBNP-110Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)
OF FOUNDATION CONDITIONS                                  2.5-505
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-507WATTS BARWBNP-110Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-506
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-508WATTS BARWBNP-110Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-507
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-509WATTS BARWBNP-110Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                          2.5-508
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-510WATTS BARWBNP-110Figure 2.5-222 Borrow Investigation (Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                                                          2.5-509
 
WATTS BAR                                                                                                        WBNP-110 Figure 2.5-222 Borrow Investigation (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-511WATTS BARWBNP-110Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                  2.5-510
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-512WATTS BARWBNP-110Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-511
 
WATTS BAR                                                                                                                      WBNP-110 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-513WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                2.5-512
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                                                                                                    WBNP-110 Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-514WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                            2.5-513
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                                                                                                    WBNP-110 Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-515WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                            2.5-514
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                            WBNP-110 Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-516WATTS BARWBNP-110Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                        2.5-515
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-517WATTS BARWBNP-110Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-516
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-518WATTS BARWBNP-110Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                            2.5-517
 
WATTS BAR                                                                                WBNP-110 Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-519WATTS BARWBNP-110Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                            2.5-518
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-520WATTS BARWBNP-110Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                            2.5-519
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-521WATTS BARWBNP-110Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                            2.5-520
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-522WATTS BARWBNP-110Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                          2.5-521
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-523WATTS BARWBNP-110Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                      2.5-522
 
WATTS BAR                                                                                                                                                          WBNP-110 Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-524WATTS BARWBNP-110Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                    2.5-523
 
WATTS BAR                                                                                                                                    WBNP-110 Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-525WATTS BARWBNP-110Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                2.5-524
 
WATTS BAR                                                                                                                                                                  WBNP-110 Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-526WATTS BARWBNP-110Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-525
 
WATTS BAR                                                                                                                                                                  WBNP-110 Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-527WATTS BARWBNP-110Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-526
 
WATTS BAR                                                                                                                                                                  WBNP-110 Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-528WATTS BARWBNP-110Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-527
 
WATTS BAR                                                                                                                                                                  WBNP-110 Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-529WATTS BARWBNP-110Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-528
 
WATTS BAR                                                                                                                                                                    WBNP-110 Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-530WATTS BARWBNP-110Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                            2.5-529
 
WATTS BAR                                                                                                                                                                    WBNP-110 Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-531WATTS BARWBNP-110Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                              2.5-530
 
WATTS BAR                                                                                                                                                        WBNP-110 Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-532WATTS BARWBNP-110Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                2.5-531
 
WATTS BAR                                                                                                                                                        WBNP-110 Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-533WATTS BARWBNP-110Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                2.5-532
 
WATTS BAR                                                                                                                                                                      WBNP-110 Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-534WATTS BARWBNP-110Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                                2.5-533
 
WATTS BAR                                                                                                WBNP-110 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-535WATTS BARWBNP-110Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)
OF FOUNDATION CONDITIONS                        2.5-534
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-536WATTS BARWBNP-110Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-535
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-537WATTS BARWBNP-110Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-536
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-538WATTS BARWBNP-110Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                              2.5-537
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-539WATTS BARWBNP-110Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-538
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-540WATTS BARWBNP-110Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                          2.5-539
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-541WATTS BARWBNP-110Figure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                    2.5-540
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-542WATTS BARWBNP-110THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                        2.5-541
 
WATTS BAR                                                                                WBNP-110 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-543WATTS BARWBNP-110Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)
OF FOUNDATION CONDITIONS          2.5-542
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-544WATTS BARWBNP-110Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                  2.5-543
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-545WATTS BARWBNP-110Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-544
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-546WATTS BARWBNP-110Figure 2.5-244  Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Sampl es GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS          2.5-545
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-547WATTS BARWBNP-110Figure 2.5-245  Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples WBNP-110 2.5-546
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-548WATTS BARWBNP-110Figure 2.5-246  Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
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-110 2.5-547
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-549WATTS BARWBNP-110Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-110 2.5-548
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-550WATTS BARWBNP-110Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-549
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-551WATTS BARWBNP-110Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-550
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-552WATTS BARWBNP-110Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                                2.5-551
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-553WATTS BARWBNP-110Figure 2.5-251  Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95%  SDT Proctor Density 4% Above Optimum Moistu re GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                                  2.5-552
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-554WATTS BARWBNP-110Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture WBNP-110 2.5-553
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-555WATTS BARWBNP-110Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                              2.5-554
 
WATTS BAR                                                                                                                                                      WBNP-110 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-556WATTS BARWBNP-110Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                              2.5-555
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-557WATTS BARWBNP-110Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                            2.5-556
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-558WATTS BARWBNP-110Figure 2.5-256  Intake Channel - Lateral Excavation and Replacement Downstream  Side of Intake Channel with Bedrock at 656 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                    2.5-557
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-559WATTS BARWBNP-110Figure 2.5-257  Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 WBNP-110 2.5-558
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-560WATTS BARWBNP-110Figure 2.5-258  Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 WBNP-110 2.5-559
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-561WATTS BARWBNP-110Figure 2.5-259  Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 WBNP-110 2.5-560
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-562WATTS BARWBNP-110Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 WBNP-110 2.5-561
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-563WATTS BARWBNP-110Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-562
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-564WATTS BARWBNP-110Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-563
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-565WATTS BARWBNP-110Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-564
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-566WATTS BARWBNP-110Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-565
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-567WATTS BARWBNP-110Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-566
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-568WATTS BARWBNP-110Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-567
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-569WATTS BARWBNP-110Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-568
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-570WATTS BARWBNP-110Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)
OF FOUNDATION CONDITIONS                    2.5-569
 
WATTS BAR                                                                                                        WBNP-110 Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-571WATTS BARWBNP-110Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-570
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-572WATTS BARWBNP-110Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-571
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-573WATTS BARWBNP-110Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-572
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-574WATTS BARWBNP-110Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-573
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-575WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-574
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                            WBNP-110 Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-576WATTS BARWBNP-110Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                        2.5-575
 
WATTS BAR                                                                                                WBNP-110 Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-577WATTS BARWBNP-110Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-576
 
WATTS BAR                                                                                                WBNP-110 Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-578WATTS BARWBNP-110Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-577
 
WATTS BAR                                                                                                        WBNP-110 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-579WATTS BARWBNP-110Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-578
 
WATTS BAR                                                                                                        WBNP-110 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-580WATTS BARWBNP-110Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-579
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-581WATTS BARWBNP-110Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-580
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-582WATTS BARWBNP-110Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-581
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-583WATTS BARWBNP-110Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                          2.5-582
 
WATTS BAR                                                                                                  WBNP-110 Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-584WATTS BARWBNP-110Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                          2.5-583
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-585WATTS BARWBNP-110Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                                2.5-584
 
WATTS BAR                                                                                                      WBNP-110 Figure 2.5-281 (Actual Figure Located in Oversized Figures File) (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-586WATTS BARWBNP-110Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-585
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-587WATTS BARWBNP-110Figure 2.5-283 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-586
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-283 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-588WATTS BARWBNP-110Figure 2.5-283 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-587
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-283 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-589WATTS BARWBNP-110Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-588
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-590WATTS BARWBNP-110Figure 2.5-285 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-589
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-285 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-591WATTS BARWBNP-110Figure 2.5-285 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-590
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-285 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-592WATTS BARWBNP-110Figure 2.5-286 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-591
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-286 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-593WATTS BARWBNP-110Figure 2.5-286 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-592
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-286 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-594WATTS BARWBNP-110Figure 2.5-287 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-593
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-287 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-595WATTS BARWBNP-110Figure 2.5-287 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-594
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-287 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-596WATTS BARWBNP-110Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-595
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-597WATTS BARWBNP-110Figure 2.5-289 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-596
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-289 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-598WATTS BARWBNP-110Figure 2.5-289 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-597
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-289 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-599WATTS BARWBNP-110Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-598
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-600WATTS BARWBNP-110Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-599
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-601WATTS BARWBNP-110Figure 2.5-292 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-600
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-292 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-602WATTS BARWBNP-110Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-601
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-603WATTS BARWBNP-110Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-602
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-604WATTS BARWBNP-110Figure 2.5-294 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-603
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-294 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-605WATTS BARWBNP-110Figure 2.5-294 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-604
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-294 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-606WATTS BARWBNP-110Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-605
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-607WATTS BARWBNP-110Figure 2.5-296 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-606
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-296 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-608WATTS BARWBNP-110Figure 2.5-296 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-607
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-296 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-609WATTS BARWBNP-110Figure 2.5-297 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-608
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-297 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-610WATTS BARWBNP-110Figure 2.5-297 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-609
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-297 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-611WATTS BARWBNP-110Figure 2.5-298 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-610
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-298 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-612WATTS BARWBNP-110Figure 2.5-298 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-611
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-298 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-613WATTS BARWBNP-110Figure 2.5-299 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-612
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-299 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-614WATTS BARWBNP-110Figure 2.5-299 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-613
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-299 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-615WATTS BARWBNP-110Figure 2.5-300 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-614
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-300 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-616WATTS BARWBNP-110Figure 2.5-300 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-615
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-300 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-617WATTS BARWBNP-110Figure 2.5-301  Soil Profile
OF FOUNDATION CONDITIONS                2.5-616


GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
WATTS BAR                                                                              WBNP-110 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-618WATTS BARWBNP-110Figure 2.5-302 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-617
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-302 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-619WATTS BARWBNP-110Figure 2.5-302 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-618
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-302 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-620WATTS BARWBNP-110Figure 2.5-303 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-619
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-303 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-621WATTS BARWBNP-110Figure 2.5-303 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-620
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-303 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-622WATTS BARWBNP-110Figure 2.5-304 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-621
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-304 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-623WATTS BARWBNP-110Figure 2.5-304 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-622
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-304 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-624WATTS BARWBNP-110Figure 2.5-305 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-623
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-305 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-625WATTS BARWBNP-110Figure 2.5-305 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-624
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-305 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-626WATTS BARWBNP-110Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-625
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-627WATTS BARWBNP-110Figure 2.5-307 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-626
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-307 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-628WATTS BARWBNP-110Figure 2.5-307 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-627
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-307 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-629WATTS BARWBNP-110Figure 2.5-308 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-628
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-308 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-630WATTS BARWBNP-110Figure 2.5-308 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-629
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-308 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-631WATTS BARWBNP-110Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-630
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-632WATTS BARWBNP-110Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-631
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-633WATTS BARWBNP-110Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-632
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-634WATTS BARWBNP-110Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-633
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-635WATTS BARWBNP-110Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-634
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-636WATTS BARWBNP-110Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-635
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-637WATTS BARWBNP-110Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-636
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-638WATTS BARWBNP-110Figure 2.5-316 Soil Profile (Sheet 1 of 1)
OF FOUNDATION CONDITIONS      2.5-637
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-316 Soil Profile (Sheet 1 of 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-639WATTS BARWBNP-110Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-638
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-640WATTS BARWBNP-110Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-639
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-641WATTS BARWBNP-110Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-640
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-642WATTS BARWBNP-110Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-641
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-643WATTS BARWBNP-110Figure 2.5-321 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-642
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-321 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-644WATTS BARWBNP-110Figure 2.5-321 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-643
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-321 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-645WATTS BARWBNP-110Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-644
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-646WATTS BARWBNP-110Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-645
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-647WATTS BARWBNP-110Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-646
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-648WATTS BARWBNP-110Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-647
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-649WATTS BARWBNP-110Figure 2.5-326 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-648
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-326 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-650WATTS BARWBNP-110Figure 2.5-326 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-649
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-326 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-651WATTS BARWBNP-110Figure 2.5-327 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-650
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-327 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-652WATTS BARWBNP-110Figure 2.5-327 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-651
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-327 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-653WATTS BARWBNP-110Figure 2.5-328 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-652
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-328 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-654WATTS BARWBNP-110Figure 2.5-328 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-653
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-328 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-655WATTS BARWBNP-110Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-654
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-656WATTS BARWBNP-110Figure 2.5-330 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS      2.5-655
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-330 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-657WATTS BARWBNP-110Figure 2.5-330 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-656
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-330 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-658WATTS BARWBNP-110Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-657
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-659WATTS BARWBNP-110Figure 2.5-332 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS    2.5-658
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-332 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-660WATTS BARWBNP-110Figure 2.5-332 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-659
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-332 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-661WATTS BARWBNP-110Figure 2.5-333 Soil Profile (Sheet 1of 2)
OF FOUNDATION CONDITIONS                2.5-660
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-333 Soil Profile (Sheet 1of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-662WATTS BARWBNP-110Figure 2.5-333 Soil Profile (Sheet 2of 2)
OF FOUNDATION CONDITIONS              2.5-661
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-333 Soil Profile (Sheet 2of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-663WATTS BARWBNP-110Figure 2.5-334 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS              2.5-662
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-334 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-664WATTS BARWBNP-110Figure 2.5-334 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-663
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-334 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-665WATTS BARWBNP-110Figure 2.5-335 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-664
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-335 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-666WATTS BARWBNP-110Figure 2.5-335 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-665
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-335 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-667WATTS BARWBNP-110Figure 2.5-336 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONS                2.5-666
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-336 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-668WATTS BARWBNP-110Figure 2.5-336 Soil Profile (Sheet 2 of 2)
OF FOUNDATION CONDITIONS                2.5-667
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-336 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-669WATTS BARWBNP-110Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-668
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-670WATTS BARWBNP-110Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-669
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-671WATTS BARWBNP-110Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-670
 
WATTS BAR                                                                                                                                                          WBNP-110 Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-672WATTS BARWBNP-110Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                  2.5-671
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-673WATTS BARWBNP-110Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-672
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-674WATTS BARWBNP-110Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-673
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-675WATTS BARWBNP-110Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-674
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-676WATTS BARWBNP-110Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-675
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-677WATTS BARWBNP-110Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-676
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-678WATTS BARWBNP-110Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-677
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-679WATTS BARWBNP-110Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-678
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-680WATTS BARWBNP-110Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-679
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-681WATTS BARWBNP-110Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-680
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-682WATTS BARWBNP-110Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-681
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-683WATTS BARWBNP-110Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-682
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-684WATTS BARWBNP-110Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-683
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-685WATTS BARWBNP-110Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-684
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-686WATTS BARWBNP-110Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                          2.5-685
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-687WATTS BARWBNP-110Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-686
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-688WATTS BARWBNP-110Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                      2.5-687
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-689WATTS BARWBNP-110Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-688
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-690WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                      2.5-689
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                                                                                                                WBNP-110 Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-691WATTS BARWBNP-110Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                                          2.5-690
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-692WATTS BARWBNP-110Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                            2.5-691
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-693WATTS BARWBNP-110Figure 2.5-361  Category I Soil Supported Structures Soil Investigation
OF FOUNDATION CONDITIONS                            2.5-692


2.5-694GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
WATTS BAR                                                                                      WBNP-110 Figure 2.5-361 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-362 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                            2.5-693
 
WATTS BAR                                                                                                                                            WBNP-110 Figure 2.5-362 Category I Soil Supported Structures Soil Investigation 2.5-694    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-695WATTS BARWBNP-110Figure 2.5-363 Category I Soil Supported Structures Soil Investigation 2.5-696GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                                                      WBNP-110 Figure 2.5-363 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-364 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                              2.5-695
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-364 Category I Soil Supported Structures Soil Investigation 2.5-696    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-697WATTS BARWBNP-110Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel 2.5-698GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-366 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                  2.5-697
 
WATTS BAR                                                                                                                  WBNP-110 Figure 2.5-366 Soil Supported Structures 2.5-698    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-699WATTS BARWBNP-110Figure 2.5-367 Soil Supported Structures 2.5-700GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                WBNP-110 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-368 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                              2.5-699
 
WATTS BAR                                                                                      WBNP-110 Figure 2.5-368 Soil Supported Structures 2.5-700    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-701WATTS BARWBNP-110Figure 2.5-369 Soil Supported Structures 2.5-702GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-370 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                  2.5-701
 
WATTS BAR                                                                                                                  WBNP-110 Figure 2.5-370 Soil Supported Structures 2.5-702    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-703WATTS BARWBNP-110Figure 2.5-371 Soil Supported Structures 2.5-704GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                        WBNP-110 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-372 Gravel Boring No. 125 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                2.5-703
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-372 Gravel Boring No. 125 2.5-704            GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-705WATTS BARWBNP-110Figure 2.5-373 Gravel Boring No. 129 2.5-706GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-373 Gravel Boring No. 129 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained)Test Fine Grained Soils (Undisturbed Samples)
OF FOUNDATION CONDITIONS          2.5-705
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
 
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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-707WATTS BARWBNP-110Figure 2.5-375  Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained)Test Fine Grained Soils (Undisturbed Samples) 2.5-708GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) - (Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples)
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-110
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
 
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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-709WATTS BARWBNP-110Figure 2.5-377 Soil Profile 2.5-710GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-378 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-709
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-378 Soil Profile 2.5-710      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-711WATTS BARWBNP-110Figure 2.5-379 Soil Profile 2.5-712GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-380 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-711
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-380 Soil Profile 2.5-712      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-713WATTS BARWBNP-110Figure 2.5-381 Soil Profile 2.5-714GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-382 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-713
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-382 Soil Profile 2.5-714      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-715WATTS BARWBNP-110Figure 2.5-383  Soil Profile(Sheet 1 of 2) 2.5-716GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
OF FOUNDATION CONDITIONS


==SUMMARY==
WATTS BAR                                                                              WBNP-110 Figure 2.5-383 Soil Profile (Sheet 1 of 2)
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-383 Soil Profile(Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-717WATTS BARWBNP-110Figure 2.5-384  Soil Profile(Sheet 1 of 2) 2.5-718GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-715
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-383 Soil Profile (Sheet 2 of 2) 2.5-716      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-384 Soil Profile(Sheet 2 of 2)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-384 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-719WATTS BARWBNP-110Figure 2.5-385  Soil Profile 2.5-720GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-717
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-384 Soil Profile (Sheet 2 of 2) 2.5-718      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-386  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-721WATTS BARWBNP-110Figure 2.5-387  Soil Profile 2.5-722GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-719
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-386 Soil Profile 2.5-720      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-388  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-723WATTS BARWBNP-110Figure 2.5-389  Soil Profile 2.5-724GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-721
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-388 Soil Profile 2.5-722      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-390  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-725WATTS BARWBNP-110Figure 2.5-391a  Soil Profile 2.5-726GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-723
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-390 Soil Profile 2.5-724      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-392  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-727WATTS BARWBNP-110Figure 2.5-393  Soil Profile 2.5-728GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-725
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-392 Soil Profile 2.5-726      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-394  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-729WATTS BARWBNP-110Figure 2.5-395  Soil Profile 2.5-730GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-727
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-394 Soil Profile 2.5-728      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-396  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-731WATTS BARWBNP-110Figure 2.5-397  Soil Profile 2.5-732GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-729
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-396 Soil Profile 2.5-730      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-398  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-733WATTS BARWBNP-110Figure 2.5-399  Soil Profile 2.5-734GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-731
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-398 Soil Profile 2.5-732      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-400  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-735WATTS BARWBNP-110Figure 2.5-401  Soil Profile 2.5-736GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-733
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-400 Soil Profile 2.5-734      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110 vFigure 2.5-402  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-737WATTS BARWBNP-110Figure 2.5-403  Soil Profile 2.5-738GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-735
 
WATTS BAR                                                                            WBNP-110 v
Figure 2.5-402 Soil Profile 2.5-736      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-404  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-739WATTS BARWBNP-110Figure 2.5-405  Soil Profile 2.5-740GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-737
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-404 Soil Profile 2.5-738      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-406  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-741WATTS BARWBNP-110Figure 2.5-407  Soil Profile 2.5-742GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-739
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-406 Soil Profile 2.5-740      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-408  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-743WATTS BARWBNP-110Figure 2.5-409  Soil Profile 2.5-744GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-741
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-408 Soil Profile 2.5-742      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-410  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-745WATTS BARWBNP-110Figure 2.5-411  Soil Profile 2.5-746GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-743
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-410 Soil Profile 2.5-744      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-412  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-747WATTS BARWBNP-110Figure 2.5-413  Soil Profile 2.5-748GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-745
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-412 Soil Profile 2.5-746      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-414  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-749WATTS BARWBNP-110Figure 2.5-415  Soil Profile 2.5-750GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-747
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-414 Soil Profile 2.5-748      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-416  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-751WATTS BARWBNP-110Figure 2.5-417  Soil Profile 2.5-752GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-749
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-416 Soil Profile 2.5-750      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-418  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-753WATTS BARWBNP-110Figure 2.5-419  Soil Profile 2.5-754GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-751
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-418 Soil Profile 2.5-752      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-420  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-755WATTS BARWBNP-110Figure 2.5-421  Soil Profile 2.5-756GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-753
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-420 Soil Profile 2.5-754      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-422  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-757WATTS BARWBNP-110Figure 2.5-423  Soil Profile 2.5-758GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-755
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-422 Soil Profile 2.5-756      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-424  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-759WATTS BARWBNP-110Figure 2.5-425  Soil Profile 2.5-760GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-757
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-424 Soil Profile 2.5-758      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-426  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-761WATTS BARWBNP-110Figure 2.5-427  Soil Profile 2.5-762GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-759
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-426 Soil Profile 2.5-760      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-428  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-763WATTS BARWBNP-110Figure 2.5-429  Soil Profile 2.5-764GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-761
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-428 Soil Profile 2.5-762      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-430  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-765WATTS BARWBNP-110Figure 2.5-431  Soil Profile 2.5-766GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-763
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-430 Soil Profile 2.5-764      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110 vFigure 2.5-432  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-767WATTS BARWBNP-110Figure 2.5-433  Soil Profile 2.5-768GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-765
 
WATTS BAR                                                                            WBNP-110 v
Figure 2.5-432 Soil Profile 2.5-766      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-434  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-769WATTS BARWBNP-110Figure 2.5-435  Soil Profile 2.5-770GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-767
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-434 Soil Profile 2.5-768      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-436  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-771WATTS BARWBNP-110Figure 2.5-437  Soil Profile 2.5-772GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-769
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-436 Soil Profile 2.5-770      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-438  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-773WATTS BARWBNP-110Figure 2.5-439  Soil Profile 2.5-774GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-771
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-438 Soil Profile 2.5-772      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-440  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-775WATTS BARWBNP-110Figure 2.5-441  Soil Profile 2.5-776GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-773
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-440 Soil Profile 2.5-774      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-442  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-777WATTS BARWBNP-110Figure 2.5-443  Soil Profile 2.5-778GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-775
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-442 Soil Profile 2.5-776      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-444  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-779WATTS BARWBNP-110Figure 2.5-445  Soil Profile 2.5-780GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-777
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-444 Soil Profile 2.5-778      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-446  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-781WATTS BARWBNP-110Figure 2.5-447  Soil Profile 2.5-782GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-779
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-446 Soil Profile 2.5-780      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-448  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-783WATTS BARWBNP-110Figure 2.5-449  Soil Profile 2.5-784GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-781
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-448 Soil Profile 2.5-782      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-450  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-785WATTS BARWBNP-110Figure 2.5-451  Soil Profile 2.5-786GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-783
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-450 Soil Profile 2.5-784      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-452  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-787WATTS BARWBNP-110Figure 2.5-453  Soil Profile 2.5-788GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-785
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-452 Soil Profile 2.5-786      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-454  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-789WATTS BARWBNP-110Figure 2.5-455  Soil Profile 2.5-790GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-787
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-454 Soil Profile 2.5-788      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-456  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-791WATTS BARWBNP-110Figure 2.5-457  Soil Profile 2.5-792GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-789
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-456 Soil Profile 2.5-790      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-458  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-793WATTS BARWBNP-110Figure 2.5-459  Soil Profile 2.5-794GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-791
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-458 Soil Profile 2.5-792      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-460  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-795WATTS BARWBNP-110Figure 2.5-461  Soil Profile 2.5-796GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-793
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-460 Soil Profile 2.5-794      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110 vFigure 2.5-462  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-797WATTS BARWBNP-110Figure 2.5-463  Soil Profile 2.5-798GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-795
 
WATTS BAR                                                                            WBNP-110 v
Figure 2.5-462 Soil Profile 2.5-796      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-464  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-799WATTS BARWBNP-110Figure 2.5-465  Soil Profile 2.5-800GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-797
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-464 Soil Profile 2.5-798      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-466  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-801WATTS BARWBNP-110Figure 2.5-467  Soil Profile 2.5-802GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-799
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-466 Soil Profile 2.5-800      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-468  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-803WATTS BARWBNP-110Figure 2.5-469  Soil Profile 2.5-804GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-801
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-468 Soil Profile 2.5-802      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-470  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-805WATTS BARWBNP-110Figure 2.5-471  Soil Profile 2.5-806GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-803
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-470 Soil Profile 2.5-804      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-472  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-807WATTS BARWBNP-110Figure 2.5-473  Soil Profile 2.5-808GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-805
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-472 Soil Profile 2.5-806      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-474  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-809WATTS BARWBNP-110Figure 2.5-475  Soil Profile 2.5-810GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-807
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-474 Soil Profile 2.5-808      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-476  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-811WATTS BARWBNP-110Figure 2.5-477  Soil Profile 2.5-812GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-809
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-476 Soil Profile 2.5-810      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-478  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-813WATTS BARWBNP-110Figure 2.5-479  Soil Profile 2.5-814GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-811
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-478 Soil Profile 2.5-812      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-480  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-815WATTS BARWBNP-110Figure 2.5-481  Soil Profile 2.5-816GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-813
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-480 Soil Profile 2.5-814      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-482  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-817WATTS BARWBNP-110Figure 2.5-483  Soil Profile 2.5-818GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-815
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-482 Soil Profile 2.5-816      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-484  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-819WATTS BARWBNP-110Figure 2.5-485  Soil Profile 2.5-820GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-817
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-484 Soil Profile 2.5-818      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-486  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-821WATTS BARWBNP-110Figure 2.5-487  Soil Profile 2.5-822GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-819
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-486 Soil Profile 2.5-820      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-488  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-823WATTS BARWBNP-110Figure 2.5-489  Soil Profile 2.5-824GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-821
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-488 Soil Profile 2.5-822      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-490  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-825WATTS BARWBNP-110Figure 2.5-491  Soil Profile 2.5-826GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-823
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-490 Soil Profile 2.5-824      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110 vFigure 2.5-492  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-827WATTS BARWBNP-110Figure 2.5-493  Soil Profile 2.5-828GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-825
 
WATTS BAR                                                                            WBNP-110 v
Figure 2.5-492 Soil Profile 2.5-826      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-494  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-829WATTS BARWBNP-110Figure 2.5-495  Soil Profile 2.5-830GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-827
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-494 Soil Profile 2.5-828      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-496  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-831WATTS BARWBNP-110Figure 2.5-497  Soil Profile 2.5-832GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-829
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-496 Soil Profile 2.5-830      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-498  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-833WATTS BARWBNP-110Figure 2.5-499  Soil Profile 2.5-834GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-831
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-498 Soil Profile 2.5-832      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-500  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-835WATTS BARWBNP-110Figure 2.5-501  Soil Profile 2.5-836GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-833
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-500 Soil Profile 2.5-834      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-502  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-837WATTS BARWBNP-110Figure 2.5-503  Soil Profile 2.5-838GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-835
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-502 Soil Profile 2.5-836      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-504  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-839WATTS BARWBNP-110Figure 2.5-505  Soil Profile 2.5-840GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-837
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-504 Soil Profile 2.5-838      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-506  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-841WATTS BARWBNP-110Figure 2.5-507  Soil Profile 2.5-842GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-839
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-506 Soil Profile 2.5-840      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-508  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-843WATTS BARWBNP-110Figure 2.5-509  Soil Profile 2.5-844GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-841
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-508 Soil Profile 2.5-842      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-510  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-845WATTS BARWBNP-110Figure 2.5-511  Soil Profile 2.5-846GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-843
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-510 Soil Profile 2.5-844      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-512  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-847WATTS BARWBNP-110Figure 2.5-513  Soil Profile 2.5-848GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-845
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-512 Soil Profile 2.5-846      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-514  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-849WATTS BARWBNP-110Figure 2.5-515  Soil Profile 2.5-850GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-847
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-514 Soil Profile 2.5-848      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-516  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-851WATTS BARWBNP-110Figure 2.5-517  Soil Profile 2.5-852GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-849
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-516 Soil Profile 2.5-850      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-518  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-853WATTS BARWBNP-110Figure 2.5-519  Soil Profile 2.5-854GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS      2.5-851
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-518 Soil Profile 2.5-852      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 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 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                              WBNP-110 Figure 2.5-519 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-855WATTS BARWBNP-110Figure 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 2.5-856GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 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 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-857WATTS BARWBNP-110 vFigure 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 2.5-858GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
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-110 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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-524  ERCW Liquefaction Trench A Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
v WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-859WATTS BARWBNP-110Figure 2.5-525  ERCW Liquefaction Trench A Supplemental Borrow 2.5-860GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
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-110 2.5-857
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-858                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-526  ERCW Liquefaction Trench B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-861WATTS BARWBNP-110Figure 2.5-527  ERCW Liquefaction Borrow Area 9 2.5-862GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-859
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-860              GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-528  ERCW Liquefaction Borrow Area 10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-863WATTS BARWBNP-110Figure 2.5-529  ERCW Liquefaction Borrow Area 11 2.5-864GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-861
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-862                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-530  ERCW Liquefaction Borrow Area 12 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-865WATTS BARWBNP-110Figure 2.5-531  ERCW Liquefaction Borrow Area 13 2.5-866GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-863
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-864                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-532  ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-867WATTS BARWBNP-110Figure 2.5-533  ERCW Liquefaction Borrow Area 2C 2.5-868GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-865
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-866                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-534  ERCW Liquefaction Trench A GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-869WATTS BARWBNP-110Figure 2.5-535  ERCW Liquefaction Trench A Supplemental Borrow 2.5-870GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-867
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-868              GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-536  ERCW Liquefaction Trench B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-871WATTS BARWBNP-110Figure 2.5-537  ERCW Liquefaction Borrow Area 9 2.5-872GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-869
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-870              GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-538  ERCW Liquefaction Borrow Area 10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-873WATTS BARWBNP-110Figure 2.5-539  ERCW Liquefaction Borrow Area 11 2.5-874GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-871
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-872                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-540  ERCW Liquefaction Borrow Area 12 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-875WATTS BARWBNP-110Figure 2.5-541  ERCW Liquefaction Borrow Area 13 2.5-876GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-873
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-874                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-542  ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-877WATTS BARWBNP-110Figure 2.5-543  ERCW Liquefaction Borrow Area 2C 2.5-878GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-875
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-876                  GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-544  Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049)
OF FOUNDATION CONDITIONS
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
 
WATTS BAR                                                                                    WBNP-110 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-879WATTS BARWBNP-110Figure 2.5-545  Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049) 2.5-880GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-877
 
WATTS BAR                                                                                                                            WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-546  Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                  WBNP-110 Figure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-881WATTS BARWBNP-110Figure 2.5-547  Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049) 2.5-882GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                            2.5-879
 
WATTS BAR                                                                                                                            WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-548  Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                      WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-883WATTS BARWBNP-110Figure 2.5-549  ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 1 of 4) 2.5-884GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                2.5-881
 
WATTS BAR                                                                                                            WBNP-110 Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building 2.5-882                                      GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 2 of 4)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                  WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-885WATTS BARWBNP-110Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 3 of 4) 2.5-886GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                          2.5-883
 
WATTS BAR                                                                                                                WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-549 ERCW Pipeline Section A-A (Actual Figure Located in Oversized Figures File) (Sheet 4 of 4)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                  WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-887WATTS BARWBNP-110Figure 2.5-550  ERCU Pipeline Section B-B (Actual Figure Located in Oversized Figures File) 2.5-888GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                          2.5-885
 
WATTS BAR                                                                                                                WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-551  ERCU Pipeline Section C-C (Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                          WBNP-110 Figure 2.5-550 ERCU Pipeline Section B-B (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-889WATTS BARWBNP-110Figure 2.5-552  ERCW Pipeline Section D-D 2.5-890GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-887
 
WATTS BAR                                                                                                          WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-553  ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-891WATTS BARWBNP-110Figure 2.5-554  Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 1 of 2) 2.5-892GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                  2.5-889
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-890    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-554 Category I Electrical Conduits Section F-F (Actual Figure Located in Oversized Figures File)(Sheet 2 of 2)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                        WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-893WATTS BARWBNP-110Figure 2.5-555  Category I Electrical Conduits Section G-G (Actual Figure Located in Oversized Figures File) 2.5-894GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                  2.5-891
 
WATTS BAR                                                                                                                        WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-556  Category I Electrical Conduits Section H-H (Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                                  WBNP-110 Figure 2.5-555 Category I Electrical Conduits Section G-G (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-895WATTS BARWBNP-110Figure 2.5-557  Class IE Conduit 2.5-896GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                            2.5-893
 
WATTS BAR                                                                                                                    WBNP-110 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==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-558  Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-897WATTS BARWBNP-110Figure 2.5-559  Class IE Conduit 2.5-898GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-895
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-558 Class IE Conduit 2.5-896    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-560 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                  2.5-897
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-560 Class IE Conduit 2.5-898    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-899WATTS BARWBNP-110Figure 2.5-561 Class IE Conduit 2.5-900GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-562 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-899
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-562 Class IE Conduit 2.5-900    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-901WATTS BARWBNP-110Figure 2.5-563 Class IE Conduit 2.5-902GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-564 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-901
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-564 ERCU & HPFP System 2.5-902    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-903WATTS BARWBNP-110Figure 2.5-565 ERCU & HPFP System 2.5-904GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-566 Intake Channel Grain Size Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-903
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-904    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-905WATTS BARWBNP-110Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO 2.5-906GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                2.5-905
 
WATTS BAR                                                                          WBNP-110 Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO 2.5-906    GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-907WATTS BARWBNP-110Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation 2.5-908GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                    WBNP-110 Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONSWATTS BARWBNP-110Figure 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 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-909WATTS BARWBNP-110Figure 2.5-571 ERCW Pipeline Section A-A(Actual Figure Located in Oversized Figures File)(Sheet 1 of 4)
OF FOUNDATION CONDITIONS
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-910WATTS BARWBNP-110Figure 2.5-571 ERCW Pipeline Section A-A(Actual Figure Located in Oversized Figures File)(Sheet 2 of 4)
OF FOUNDATION CONDITIONS                        2.5-909
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-911WATTS BARWBNP-110Figure 2.5-571 ERCW Pipeline Section A-A(Actual Figure Located in Oversized Figures File)(Sheet 3 of 4)
OF FOUNDATION CONDITIONS                        2.5-910
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-912WATTS BARWBNP-110Figure 2.5-571 ERCW Pipeline Section A-A(Actual Figure Located in Oversized Figures File)(Sheet 4 of 4)
OF FOUNDATION CONDITIONS                        2.5-911
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-913WATTS BARWBNP-110Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-912
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-914WATTS BARWBNP-110Figure 2.5-573 (Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS            2.5-913
 
WATTS BAR                                                                                                WBNP-110 Figure 2.5-573 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-915WATTS BARWBNP-110Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-914
 
WATTS BAR                                                                                                              WBNP-110 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-916WATTS BARWBNP-110Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                              2.5-915
 
WATTS BAR                                                                                  WBNP-110 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-917WATTS BARWBNP-110Figure 2.5-576 Category I Electrical Conduits Section F-F(Actual Figure Located in Oversized Figures File)(Sheet 1 of 2)
OF FOUNDATION CONDITIONS                                              2.5-916
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-918WATTS BARWBNP-110Figure 2.5-576 Category I Electrical Conduits Section F-F(Actual Figure Located in Oversized Figures File)(Sheet 2 of 2)
OF FOUNDATION CONDITIONS                        2.5-917
 
WATTS BAR                                                                                                WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-919WATTS BARWBNP-110Figure 2.5-577 Category I Electrical Conduits Section G-G(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                        2.5-918
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-577 Category I Electrical Conduits Section G-G (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-920WATTS BARWBNP-110Figure 2.5-578 Category I Electrical Conduits Section H-H(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-919
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-578 Category I Electrical Conduits Section H-H (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-921WATTS BARWBNP-110Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-920
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-922WATTS BARWBNP-110Figure 2.5-580 Yard Underground Barriers for Potential Soil LiquefactionTVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-921
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-923WATTS BARWBNP-110Figure 2.5-581 Yard Underground Barriers for Potential Soil LiquefactionTVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-922
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-924WATTS BARWBNP-110Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-923
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-925WATTS BARWBNP-110Figure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                          2.5-924
 
WATTS BAR                                                                                                            WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-926WATTS BARWBNP-110Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                    2.5-925
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-927WATTS BARWBNP-110Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                              2.5-926
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-928WATTS BARWBNP-110Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                            2.5-927
 
WATTS BAR                                                                                                                                              WBNP-110 Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-929WATTS BARWBNP-110Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                      2.5-928
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-930WATTS BARWBNP-110Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; MinimumSettlement -Auxiliary Building Settlement Station 20 (1973-1982)(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                                                                    2.5-929
 
WATTS BAR                                                                                                      WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-931WATTS BARWBNP-110Figure 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)
OF FOUNDATION CONDITIONS                                2.5-930
 
WATTS BAR                                                                                                                    WBNP-110 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  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-932WATTS BARWBNP-110Figure 2.5-590 General Location Of Relative Movement DetectorsTVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                              2.5-931
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-933WATTS BARWBNP-110Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS              2.5-932
 
WATTS BAR                                                                                                                                    WBNP-110 Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-934WATTS BARWBNP-110Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                                                                                        2.5-933
 
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR                                                                                            WBNP-110 Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-935WATTS BARWBNP-110Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                                        2.5-934
 
WATTS BAR                                                                            WBNP-110 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-936WATTS BARWBNP-110Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                2.5-935
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-937WATTS BARWBNP-110Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-936
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-938WATTS BARWBNP-110Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-937
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-939WATTS BARWBNP-110Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-938
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-940WATTS BARWBNP-110Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-939
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-941WATTS BARWBNP-110Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-940
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-942WATTS BARWBNP-110Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                      2.5-941
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-943WATTS BARWBNP-110Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                  2.5-942
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-944WATTS BARWBNP-110Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                      2.5-943
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-945WATTS BARWBNP-110Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-944
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-946WATTS BARWBNP-110Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-945
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-947WATTS BARWBNP-110Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50(Actual Figure Located in Oversized Figures File)
OF FOUNDATION CONDITIONS                    2.5-946
 
WATTS BAR                                                                                            WBNP-110 Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Actual Figure Located in Oversized Figures File)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-948WATTS BARWBNP-110Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-947
 
WATTS BAR                                                                                        WBNP-110 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-949WATTS BARWBNP-110Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                2.5-948
 
WATTS BAR                                                                                              WBNP-110 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-950WATTS BARWBNP-110Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                        2.5-949
 
WATTS BAR                                                                                          WBNP-110 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-951WATTS BARWBNP-110Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  
OF FOUNDATION CONDITIONS                    2.5-950
 
WATTS BAR                                                                                              WBNP-110 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-110 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING  


==SUMMARY==
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-952WATTS BARWBNP-110Figure 2.5-610  Summary of Granular Fill Test Data - Relative Density}}
OF FOUNDATION CONDITIONS                          2.5-952}}

Latest revision as of 14:37, 4 November 2019

Final Safety Analysis Report (Fsar), Amendment 110, Section 2.5, Geology, Seismology, and Geotechnical Engineering Summary of Foundation Conditions, Part 3
ML13255A261
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Issue date: 08/14/2013
From:
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To:
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ML13255A164 List: ... further results
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Download: ML13255A261 (486)
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Text

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-469

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-472

WATTS BAR WBNP-110 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-473

WATTS BAR WBNP-110 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-474

WATTS BAR WBNP-110 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-475

WATTS BAR WBNP-110 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-476

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-483

WATTS BAR WBNP-110 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-484

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-490

WATTS BAR WBNP-110 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-491

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-497

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-507

WATTS BAR WBNP-110 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-508

WATTS BAR WBNP-110 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-509

WATTS BAR WBNP-110 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-110 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-511

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-538

WATTS BAR WBNP-110 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-539

WATTS BAR WBNP-110 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-540

WATTS BAR WBNP-110 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-110 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-542

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 2.5-548

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 2.5-553

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 2.5-561

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-586

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-589

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-596

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-599

WATTS BAR WBNP-110 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-600

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-603

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-606

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-617

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-626

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-631

WATTS BAR WBNP-110 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-632

WATTS BAR WBNP-110 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-633

WATTS BAR WBNP-110 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-634

WATTS BAR WBNP-110 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-635

WATTS BAR WBNP-110 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-636

WATTS BAR WBNP-110 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-637

WATTS BAR WBNP-110 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-110 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-639

WATTS BAR WBNP-110 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-640

WATTS BAR WBNP-110 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-641

WATTS BAR WBNP-110 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-642

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-645

WATTS BAR WBNP-110 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-646

WATTS BAR WBNP-110 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-647

WATTS BAR WBNP-110 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-648

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-655

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-658

WATTS BAR WBNP-110 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-110 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-110 Figure 2.5-333 Soil Profile (Sheet 1of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-661

WATTS BAR WBNP-110 Figure 2.5-333 Soil Profile (Sheet 2of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-662

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-669

WATTS BAR WBNP-110 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-670

WATTS BAR WBNP-110 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-110 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-672

WATTS BAR WBNP-110 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-673

WATTS BAR WBNP-110 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-674

WATTS BAR WBNP-110 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-675

WATTS BAR WBNP-110 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-676

WATTS BAR WBNP-110 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-677

WATTS BAR WBNP-110 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-678

WATTS BAR WBNP-110 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-679

WATTS BAR WBNP-110 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-680

WATTS BAR WBNP-110 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-681

WATTS BAR WBNP-110 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-682

WATTS BAR WBNP-110 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-683

WATTS BAR WBNP-110 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-684

WATTS BAR WBNP-110 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-110 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-686

WATTS BAR WBNP-110 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-687

WATTS BAR WBNP-110 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-688

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-366 Soil Supported Structures 2.5-698 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-699

WATTS BAR WBNP-110 Figure 2.5-368 Soil Supported Structures 2.5-700 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-701

WATTS BAR WBNP-110 Figure 2.5-370 Soil Supported Structures 2.5-702 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-703

WATTS BAR WBNP-110 Figure 2.5-372 Gravel Boring No. 125 2.5-704 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110

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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-709

WATTS BAR WBNP-110 Figure 2.5-378 Soil Profile 2.5-710 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-711

WATTS BAR WBNP-110 Figure 2.5-380 Soil Profile 2.5-712 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-713

WATTS BAR WBNP-110 Figure 2.5-382 Soil Profile 2.5-714 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-719

WATTS BAR WBNP-110 Figure 2.5-386 Soil Profile 2.5-720 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-721

WATTS BAR WBNP-110 Figure 2.5-388 Soil Profile 2.5-722 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-723

WATTS BAR WBNP-110 Figure 2.5-390 Soil Profile 2.5-724 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-725

WATTS BAR WBNP-110 Figure 2.5-392 Soil Profile 2.5-726 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-727

WATTS BAR WBNP-110 Figure 2.5-394 Soil Profile 2.5-728 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-729

WATTS BAR WBNP-110 Figure 2.5-396 Soil Profile 2.5-730 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-731

WATTS BAR WBNP-110 Figure 2.5-398 Soil Profile 2.5-732 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-733

WATTS BAR WBNP-110 Figure 2.5-400 Soil Profile 2.5-734 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-735

WATTS BAR WBNP-110 v

Figure 2.5-402 Soil Profile 2.5-736 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-737

WATTS BAR WBNP-110 Figure 2.5-404 Soil Profile 2.5-738 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-739

WATTS BAR WBNP-110 Figure 2.5-406 Soil Profile 2.5-740 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-741

WATTS BAR WBNP-110 Figure 2.5-408 Soil Profile 2.5-742 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-743

WATTS BAR WBNP-110 Figure 2.5-410 Soil Profile 2.5-744 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-745

WATTS BAR WBNP-110 Figure 2.5-412 Soil Profile 2.5-746 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-747

WATTS BAR WBNP-110 Figure 2.5-414 Soil Profile 2.5-748 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-749

WATTS BAR WBNP-110 Figure 2.5-416 Soil Profile 2.5-750 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-751

WATTS BAR WBNP-110 Figure 2.5-418 Soil Profile 2.5-752 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-753

WATTS BAR WBNP-110 Figure 2.5-420 Soil Profile 2.5-754 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-755

WATTS BAR WBNP-110 Figure 2.5-422 Soil Profile 2.5-756 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-757

WATTS BAR WBNP-110 Figure 2.5-424 Soil Profile 2.5-758 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-759

WATTS BAR WBNP-110 Figure 2.5-426 Soil Profile 2.5-760 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-761

WATTS BAR WBNP-110 Figure 2.5-428 Soil Profile 2.5-762 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-763

WATTS BAR WBNP-110 Figure 2.5-430 Soil Profile 2.5-764 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-765

WATTS BAR WBNP-110 v

Figure 2.5-432 Soil Profile 2.5-766 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-767

WATTS BAR WBNP-110 Figure 2.5-434 Soil Profile 2.5-768 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-769

WATTS BAR WBNP-110 Figure 2.5-436 Soil Profile 2.5-770 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-771

WATTS BAR WBNP-110 Figure 2.5-438 Soil Profile 2.5-772 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-773

WATTS BAR WBNP-110 Figure 2.5-440 Soil Profile 2.5-774 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-775

WATTS BAR WBNP-110 Figure 2.5-442 Soil Profile 2.5-776 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-777

WATTS BAR WBNP-110 Figure 2.5-444 Soil Profile 2.5-778 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-779

WATTS BAR WBNP-110 Figure 2.5-446 Soil Profile 2.5-780 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-781

WATTS BAR WBNP-110 Figure 2.5-448 Soil Profile 2.5-782 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-783

WATTS BAR WBNP-110 Figure 2.5-450 Soil Profile 2.5-784 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-785

WATTS BAR WBNP-110 Figure 2.5-452 Soil Profile 2.5-786 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-787

WATTS BAR WBNP-110 Figure 2.5-454 Soil Profile 2.5-788 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-789

WATTS BAR WBNP-110 Figure 2.5-456 Soil Profile 2.5-790 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-791

WATTS BAR WBNP-110 Figure 2.5-458 Soil Profile 2.5-792 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-793

WATTS BAR WBNP-110 Figure 2.5-460 Soil Profile 2.5-794 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-795

WATTS BAR WBNP-110 v

Figure 2.5-462 Soil Profile 2.5-796 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-797

WATTS BAR WBNP-110 Figure 2.5-464 Soil Profile 2.5-798 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-799

WATTS BAR WBNP-110 Figure 2.5-466 Soil Profile 2.5-800 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-801

WATTS BAR WBNP-110 Figure 2.5-468 Soil Profile 2.5-802 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-803

WATTS BAR WBNP-110 Figure 2.5-470 Soil Profile 2.5-804 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-805

WATTS BAR WBNP-110 Figure 2.5-472 Soil Profile 2.5-806 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-807

WATTS BAR WBNP-110 Figure 2.5-474 Soil Profile 2.5-808 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-809

WATTS BAR WBNP-110 Figure 2.5-476 Soil Profile 2.5-810 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-811

WATTS BAR WBNP-110 Figure 2.5-478 Soil Profile 2.5-812 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-813

WATTS BAR WBNP-110 Figure 2.5-480 Soil Profile 2.5-814 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-815

WATTS BAR WBNP-110 Figure 2.5-482 Soil Profile 2.5-816 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-817

WATTS BAR WBNP-110 Figure 2.5-484 Soil Profile 2.5-818 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-819

WATTS BAR WBNP-110 Figure 2.5-486 Soil Profile 2.5-820 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-821

WATTS BAR WBNP-110 Figure 2.5-488 Soil Profile 2.5-822 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-823

WATTS BAR WBNP-110 Figure 2.5-490 Soil Profile 2.5-824 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-825

WATTS BAR WBNP-110 v

Figure 2.5-492 Soil Profile 2.5-826 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-827

WATTS BAR WBNP-110 Figure 2.5-494 Soil Profile 2.5-828 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-829

WATTS BAR WBNP-110 Figure 2.5-496 Soil Profile 2.5-830 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-831

WATTS BAR WBNP-110 Figure 2.5-498 Soil Profile 2.5-832 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-833

WATTS BAR WBNP-110 Figure 2.5-500 Soil Profile 2.5-834 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-835

WATTS BAR WBNP-110 Figure 2.5-502 Soil Profile 2.5-836 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-837

WATTS BAR WBNP-110 Figure 2.5-504 Soil Profile 2.5-838 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-839

WATTS BAR WBNP-110 Figure 2.5-506 Soil Profile 2.5-840 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-841

WATTS BAR WBNP-110 Figure 2.5-508 Soil Profile 2.5-842 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-843

WATTS BAR WBNP-110 Figure 2.5-510 Soil Profile 2.5-844 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-845

WATTS BAR WBNP-110 Figure 2.5-512 Soil Profile 2.5-846 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-847

WATTS BAR WBNP-110 Figure 2.5-514 Soil Profile 2.5-848 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-849

WATTS BAR WBNP-110 Figure 2.5-516 Soil Profile 2.5-850 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-851

WATTS BAR WBNP-110 Figure 2.5-518 Soil Profile 2.5-852 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 2.5-857

WATTS BAR WBNP-110 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-858 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-860 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-861

WATTS BAR WBNP-110 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-862 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-863

WATTS BAR WBNP-110 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-864 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-865

WATTS BAR WBNP-110 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-866 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-867

WATTS BAR WBNP-110 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-868 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-870 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-871

WATTS BAR WBNP-110 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-872 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-873

WATTS BAR WBNP-110 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-874 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-875

WATTS BAR WBNP-110 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-876 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-877

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-889

WATTS BAR WBNP-110 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-890 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-895

WATTS BAR WBNP-110 Figure 2.5-558 Class IE Conduit 2.5-896 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-897

WATTS BAR WBNP-110 Figure 2.5-560 Class IE Conduit 2.5-898 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-899

WATTS BAR WBNP-110 Figure 2.5-562 Class IE Conduit 2.5-900 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-901

WATTS BAR WBNP-110 Figure 2.5-564 ERCU & HPFP System 2.5-902 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-903

WATTS BAR WBNP-110 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-904 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110 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-110 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-913

WATTS BAR WBNP-110 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-110 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-915

WATTS BAR WBNP-110 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-916

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-935

WATTS BAR WBNP-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 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-110 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-952

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