ML091400530: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
||
| Line 15: | Line 15: | ||
=Text= | =Text= | ||
{{#Wiki_filter:GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | {{#Wiki_filter:WATTS BAR WBNP-33 Figure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-469 | ||
WATTS BAR WBNP-33 Figure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-470 | ||
WATTS BAR WBNP-33 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-471 | ||
WATTS BAR WBNP-33 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-472 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-185 Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-473 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-474 | ||
WATTS BAR WBNP-89 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-475 | ||
WATTS BAR WBNP-89 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-476 | ||
WATTS BAR WBNP-89 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-477 | ||
WATTS BAR WBNP-89 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-478 | ||
WATTS BAR WBNP-63 Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-479 | ||
WATTS BAR WBNP-63 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-480 | ||
WATTS BAR WBNP-63 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-481 | ||
WATTS BAR WBNP-63 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-482 | ||
WATTS BAR WBNP-63 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-483 | ||
WATTS BAR WBNP-63 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-484 | ||
WATTS BAR WBNP-63 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-485 | ||
WATTS BAR WBNP-63 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-486 | ||
WATTS BAR WBNP-24 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-487 | ||
WATTS BAR WBNP-24 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-488 | ||
WATTS BAR WBNP-24 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-489 | ||
WATTS BAR WBNP-24 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-490 | ||
WATTS BAR WBNP-24 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-491 | ||
WATTS BAR WBNP-24 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-492 | ||
WATTS BAR WBNP-24 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-493 | ||
WATTS BAR WBNP-24 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-494 | ||
WATTS BAR WBNP-24 Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples. | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-495 | ||
WATTS BAR WBNP-71 Figure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - Undrained) Silt and Clay Samples Natural Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-496 | ||
WATTS BAR WBNP-71 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-497 | ||
WATTS BAR WBNP-71 Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-498 | ||
WATTS BAR WBNP-71 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-499 | ||
WATTS BAR WBNP-71 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-500 | ||
WATTS BAR WBNP-71 Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-501 | ||
WATTS BAR WBNP-71 Figure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flexible Circular Footing 10, 50, 100, and 200 Ft. in Diameter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-502 | ||
WATTS BAR WBNP-71 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-503 | ||
WATTS BAR WBNP-71 Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-504 | ||
WATTS BAR WBNP-71 Figure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where Detailed Calculations Were Not Made. | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-505 | ||
WATTS BAR WBNP-71 Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-506 | ||
WATTS BAR WBNP-71 Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-507 | ||
WATTS BAR WBNP-71 Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-508 | ||
WATTS BAR WBNP-50 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-509 | ||
WATTS BAR WBNP-89 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-510 | ||
WATTS BAR WBNP-89 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-511 | ||
WATTS BAR WBNP-89 Figure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-512 | ||
WATTS BAR WBNP-89 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-513 | ||
WATTS BAR WBNP-89 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-514 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-515 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-516 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-517 | ||
WATTS BAR WBNP-89 Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-518 | ||
WATTS BAR WBNP-89 Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-519 | ||
WATTS BAR WBNP-89 Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-520 | ||
WATTS BAR WBNP-89 Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-521 | ||
WATTS BAR WBNP-89 Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-522 | ||
WATTS BAR WBNP-89 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-523 | ||
WATTS BAR WBNP-89 Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-524 | ||
WATTS BAR WBNP-63 Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-525 | ||
WATTS BAR WBNP-63 Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-526 | ||
WATTS BAR WBNP-63 Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-527 | ||
WATTS BAR WBNP-63 Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-528 | ||
WATTS BAR WBNP-63 Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-529 | ||
WATTS BAR WBNP-63 Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-530 | ||
WATTS BAR WBNP-63 Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-531 | ||
WATTS BAR WBNP-63 Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-532 | ||
WATTS BAR WBNP-63 Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-533 | ||
WATTS BAR WBNP-63 Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-534 | ||
WATTS BAR WBNP-63 Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-535 | ||
WATTS BAR WBNP-63 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-536 | ||
WATTS BAR WBNP-63 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-537 | ||
WATTS BAR WBNP-63 Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-538 | ||
WATTS BAR WBNP-63 Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-539 | ||
WATTS BAR WBNP-63 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-540 | ||
WATTS BAR WBNP-63 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-541 | ||
WATTS BAR WBNP-28 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-542 | ||
WATTS BAR WBNP-28 Figure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-543 | ||
WATTS BAR WBNP-28 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-544 | ||
WATTS BAR WBNP-24 Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-545 | ||
WATTS BAR WBNP-24 Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-546 | ||
WATTS BAR WBNP-71 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-547 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples 2.5-548 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-549 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-550 | ||
WATTS BAR WBNP-24 Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-551 | ||
WATTS BAR WBNP-24 Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-552 | ||
WATTS BAR WBNP-24 Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-553 | ||
WATTS BAR WBNP-24 Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-554 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture 2.5-555 | ||
WATTS BAR WBNP-44 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-556 | ||
WATTS BAR WBNP-28 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-557 | ||
WATTS BAR WBNP-28 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-558 | ||
WATTS BAR WBNP-28 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-559 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 2.5-560 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 2.5-561 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 2.5-562 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 2.5-563 | ||
WATTS BAR WBNP-44 Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-564 | ||
WATTS BAR WBNP-44 Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-565 | ||
WATTS BAR WBNP-44 Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-566 | ||
WATTS BAR WBNP-44 Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-567 | ||
WATTS BAR WBNP-44 Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-568 | ||
WATTS BAR WBNP-44 Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-569 | ||
WATTS BAR WBNP-44 Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-570 | ||
WATTS BAR WBNP-44 Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-571 | ||
WATTS BAR WBNP-62 Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-572 | ||
WATTS BAR WBNP-44 Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-573 | ||
WATTS BAR WBNP-44 Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-574 | ||
WATTS BAR WBNP-44 Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-575 | ||
WATTS BAR WBNP-44 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-576 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-577 | ||
WATTS BAR WBNP-49 Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-578 | ||
WATTS BAR WBNP-49 Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-579 | ||
WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-580 | ||
WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-581 | ||
WATTS BAR WBNP-49 Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-582 | ||
WATTS BAR WBNP-49 Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-583 | ||
WATTS BAR WBNP-49 Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-584 | ||
WATTS BAR WBNP-50 Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-585 | ||
WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-586 | ||
WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-587 | ||
WATTS BAR WBNP-50 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-588 | ||
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-589 | ||
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-590 | ||
WATTS BAR WBNP-50 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-591 | ||
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-592 | ||
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-593 | ||
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-594 | ||
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-595 | ||
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-596 | ||
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-597 | ||
WATTS BAR WBNP-50 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-598 | ||
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-599 | ||
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-600 | ||
WATTS BAR WBNP-50 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-601 | ||
WATTS BAR WBNP-50 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-602 | ||
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-603 | ||
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-604 | ||
WATTS BAR WBNP-50 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-605 | ||
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-606 | ||
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-607 | ||
WATTS BAR WBNP-50 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-608 | ||
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-609 | ||
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-610 | ||
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-611 | ||
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-612 | ||
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-613 | ||
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-614 | ||
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-615 | ||
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-616 | ||
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-617 | ||
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-618 | ||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | WATTS BAR WBNP-50 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-619 | ||
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-620 | ||
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-621 | ||
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-622 | ||
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-623 | ||
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-624 | ||
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-625 | ||
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-626 | ||
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-627 | ||
WATTS BAR WBNP-50 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-628 | ||
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-629 | ||
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-630 | ||
WATTS BAR WBNP-63 Figure 2.5-308 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-631 | ||
WATTS BAR WBNP-50 Figure 2.5-308 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-632 | ||
WATTS BAR WBNP-50 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-633 | ||
WATTS BAR WBNP-50 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-634 | ||
WATTS BAR WBNP-50 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-635 | ||
WATTS BAR WBNP-50 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-636 | ||
WATTS BAR WBNP-50 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-637 | ||
WATTS BAR WBNP-50 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-638 | ||
WATTS BAR WBNP-50 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-639 | ||
WATTS BAR WBNP-50 Figure 2.5-316 Soil Profile (Sheet 1 of 1) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-640 | ||
WATTS BAR WBNP-50 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-641 | ||
WATTS BAR WBNP-50 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-642 | ||
WATTS BAR WBNP-50 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-643 | ||
WATTS BAR WBNP-50 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-644 | ||
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-645 | ||
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-646 | ||
WATTS BAR WBNP-50 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-647 | ||
WATTS BAR WBNP-50 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-648 | ||
WATTS BAR WBNP-50 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-649 | ||
WATTS BAR WBNP-50 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-650 | ||
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-651 | ||
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-652 | ||
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-653 | ||
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-654 | ||
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-655 | ||
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-656 | ||
WATTS BAR WBNP-50 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-657 | ||
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-658 | ||
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-659 | ||
WATTS BAR WBNP-63 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-660 | ||
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-661 | ||
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-662 | ||
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 1of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-663 | ||
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 2of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-664 | ||
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-665 | ||
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-666 | ||
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-667 | ||
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-668 | ||
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-669 | ||
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-670 | ||
WATTS BAR WBNP-50 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-671 | ||
WATTS BAR WBNP-50 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-672 | ||
WATTS BAR WBNP-50 Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-673 | ||
WATTS BAR WBNP-50 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-674 | ||
WATTS BAR WBNP-50 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-675 | ||
WATTS BAR WBNP-50 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-676 | ||
WATTS BAR WBNP-50 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-677 | ||
WATTS BAR WBNP-50 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-678 | ||
WATTS BAR WBNP-50 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-679 | ||
WATTS BAR WBNP-50 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-680 | ||
WATTS BAR WBNP-50 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-681 | ||
WATTS BAR WBNP-50 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-682 | ||
WATTS BAR WBNP-50 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-683 | ||
WATTS BAR WBNP-50 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-684 | ||
WATTS BAR WBNP-50 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-685 | ||
WATTS BAR WBNP-50 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-686 | ||
WATTS BAR WBNP-50 Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-687 | ||
WATTS BAR WBNP-50 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-688 | ||
WATTS BAR WBNP-50 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-689 | ||
WATTS BAR WBNP-50 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-690 | ||
WATTS BAR WBNP-50 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-691 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-63 Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-692 | ||
WATTS BAR WBNP-50 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-693 | ||
WATTS BAR WBNP-50 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-694 | ||
2.5- | WATTS BAR WBNP-50 Figure 2.5-361 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-695 | ||
WATTS BAR WBNP-50 Figure 2.5-362 Category I Soil Supported Structures Soil Investigation 2.5-696 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-363 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-697 | ||
WATTS BAR WBNP-50 Figure 2.5-364 Category I Soil Supported Structures Soil Investigation 2.5-698 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-699 | ||
WATTS BAR WBNP-50 Figure 2.5-366 Soil Supported Structures 2.5-700 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-701 | ||
WATTS BAR WBNP-50 Figure 2.5-368 Soil Supported Structures 2.5-702 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-703 | ||
WATTS BAR WBNP-50 Figure 2.5-370 Soil Supported Structures 2.5-704 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-705 | ||
WATTS BAR WBNP-50 Figure 2.5-372 Gravel Boring No. 125 2.5-706 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-373 Gravel Boring No. 129 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-707 | ||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
WATTS BAR 2.5-708 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained) | ||
Test Fine Grained Soils (Undisturbed Samples) | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained) 2.5-709 Test Fine Grained Soils (Undisturbed Samples) | ||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
WATTS BAR 2.5-710 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) - | ||
(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples) | |||
WATTS BAR WBNP-50 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-711 | ||
WATTS BAR WBNP-50 Figure 2.5-378 Soil Profile 2.5-712 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-713 | ||
WATTS BAR WBNP-50 Figure 2.5-380 Soil Profile 2.5-714 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-715 | ||
WATTS BAR WBNP-50 Figure 2.5-382 Soil Profile 2.5-716 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-717 | ||
WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 2 of 2) 2.5-718 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-719 | ||
WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 2 of 2) 2.5-720 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-721 | ||
WATTS BAR WBNP-50 Figure 2.5-386 Soil Profile 2.5-722 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-723 | ||
WATTS BAR WBNP-50 Figure 2.5-388 Soil Profile 2.5-724 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-725 | ||
WATTS BAR WBNP-50 Figure 2.5-390 Soil Profile 2.5-726 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-727 | ||
WATTS BAR WBNP-50 Figure 2.5-392 Soil Profile 2.5-728 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-729 | ||
WATTS BAR WBNP-50 Figure 2.5-394 Soil Profile 2.5-730 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-731 | ||
WATTS BAR WBNP-50 Figure 2.5-396 Soil Profile 2.5-732 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-733 | ||
WATTS BAR WBNP-50 Figure 2.5-398 Soil Profile 2.5-734 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-735 | ||
WATTS BAR WBNP-62 Figure 2.5-400 Soil Profile 2.5-736 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-62 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-737 | ||
WATTS BAR WBNP-62 v | |||
Figure 2.5-402 Soil Profile 2.5-738 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-739 | ||
WATTS BAR WBNP-50 Figure 2.5-404 Soil Profile 2.5-740 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-741 | ||
WATTS BAR WBNP-50 Figure 2.5-406 Soil Profile 2.5-742 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-743 | ||
WATTS BAR WBNP-50 Figure 2.5-408 Soil Profile 2.5-744 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-745 | ||
WATTS BAR WBNP-50 Figure 2.5-410 Soil Profile 2.5-746 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-747 | ||
WATTS BAR WBNP-50 Figure 2.5-412 Soil Profile 2.5-748 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-749 | ||
WATTS BAR WBNP-50 Figure 2.5-414 Soil Profile 2.5-750 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-751 | ||
WATTS BAR WBNP-50 Figure 2.5-416 Soil Profile 2.5-752 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-753 | ||
WATTS BAR WBNP-50 Figure 2.5-418 Soil Profile 2.5-754 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-755 | ||
WATTS BAR WBNP-50 Figure 2.5-420 Soil Profile 2.5-756 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-757 | ||
WATTS BAR WBNP-50 Figure 2.5-422 Soil Profile 2.5-758 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-759 | ||
WATTS BAR WBNP-50 Figure 2.5-424 Soil Profile 2.5-760 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-761 | ||
WATTS BAR WBNP-50 Figure 2.5-426 Soil Profile 2.5-762 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-763 | ||
WATTS BAR WBNP-50 Figure 2.5-428 Soil Profile 2.5-764 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-765 | ||
WATTS BAR WBNP-50 Figure 2.5-430 Soil Profile 2.5-766 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-767 | ||
WATTS BAR WBNP-50 v | |||
Figure 2.5-432 Soil Profile 2.5-768 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-769 | ||
WATTS BAR WBNP-50 Figure 2.5-434 Soil Profile 2.5-770 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-771 | ||
WATTS BAR WBNP-50 Figure 2.5-436 Soil Profile 2.5-772 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-773 | ||
WATTS BAR WBNP-50 Figure 2.5-438 Soil Profile 2.5-774 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-775 | ||
WATTS BAR WBNP-50 Figure 2.5-440 Soil Profile 2.5-776 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-777 | ||
WATTS BAR WBNP-50 Figure 2.5-442 Soil Profile 2.5-778 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-779 | ||
WATTS BAR WBNP-50 Figure 2.5-444 Soil Profile 2.5-780 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-781 | ||
WATTS BAR WBNP-50 Figure 2.5-446 Soil Profile 2.5-782 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-783 | ||
WATTS BAR WBNP-50 Figure 2.5-448 Soil Profile 2.5-784 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-785 | ||
WATTS BAR WBNP-50 Figure 2.5-450 Soil Profile 2.5-786 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-787 | ||
WATTS BAR WBNP-50 Figure 2.5-452 Soil Profile 2.5-788 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-789 | ||
WATTS BAR WBNP-50 Figure 2.5-454 Soil Profile 2.5-790 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-791 | ||
WATTS BAR WBNP-50 Figure 2.5-456 Soil Profile 2.5-792 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-793 | ||
WATTS BAR WBNP-50 Figure 2.5-458 Soil Profile 2.5-794 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-795 | ||
WATTS BAR WBNP-50 Figure 2.5-460 Soil Profile 2.5-796 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-797 | ||
WATTS BAR WBNP-50 v | |||
Figure 2.5-462 Soil Profile 2.5-798 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-799 | ||
WATTS BAR WBNP-50 Figure 2.5-464 Soil Profile 2.5-800 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-801 | ||
WATTS BAR WBNP-50 Figure 2.5-466 Soil Profile 2.5-802 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-803 | ||
WATTS BAR WBNP-50 Figure 2.5-468 Soil Profile 2.5-804 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-805 | ||
WATTS BAR WBNP-50 Figure 2.5-470 Soil Profile 2.5-806 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-807 | ||
WATTS BAR WBNP-50 Figure 2.5-472 Soil Profile 2.5-808 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-809 | ||
WATTS BAR WBNP-50 Figure 2.5-474 Soil Profile 2.5-810 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-811 | ||
WATTS BAR WBNP-50 Figure 2.5-476 Soil Profile 2.5-812 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-813 | ||
WATTS BAR WBNP-50 Figure 2.5-478 Soil Profile 2.5-814 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-815 | ||
WATTS BAR WBNP-50 Figure 2.5-480 Soil Profile 2.5-816 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-817 | ||
WATTS BAR WBNP-50 Figure 2.5-482 Soil Profile 2.5-818 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-819 | ||
WATTS BAR WBNP-50 Figure 2.5-484 Soil Profile 2.5-820 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-821 | ||
WATTS BAR WBNP-50 Figure 2.5-486 Soil Profile 2.5-822 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-823 | ||
WATTS BAR WBNP-50 Figure 2.5-488 Soil Profile 2.5-824 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-825 | ||
WATTS BAR WBNP-50 Figure 2.5-490 Soil Profile 2.5-826 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-827 | ||
WATTS BAR WBNP-50 v | |||
Figure 2.5-492 Soil Profile 2.5-828 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-829 | ||
WATTS BAR WBNP-50 Figure 2.5-494 Soil Profile 2.5-830 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-831 | ||
WATTS BAR WBNP-50 Figure 2.5-496 Soil Profile 2.5-832 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-833 | ||
WATTS BAR WBNP-50 Figure 2.5-498 Soil Profile 2.5-834 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-835 | ||
WATTS BAR WBNP-50 Figure 2.5-500 Soil Profile 2.5-836 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-837 | ||
WATTS BAR WBNP-50 Figure 2.5-502 Soil Profile 2.5-838 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-839 | ||
WATTS BAR WBNP-50 Figure 2.5-504 Soil Profile 2.5-840 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-841 | ||
WATTS BAR WBNP-50 Figure 2.5-506 Soil Profile 2.5-842 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-843 | ||
WATTS BAR WBNP-50 Figure 2.5-508 Soil Profile 2.5-844 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-845 | ||
WATTS BAR WBNP-50 Figure 2.5-510 Soil Profile 2.5-846 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-847 | ||
WATTS BAR WBNP-50 Figure 2.5-512 Soil Profile 2.5-848 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-849 | ||
WATTS BAR WBNP-50 Figure 2.5-514 Soil Profile 2.5-850 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-851 | ||
WATTS BAR WBNP-50 Figure 2.5-516 Soil Profile 2.5-852 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-853 | ||
WATTS BAR WBNP-50 Figure 2.5-518 Soil Profile 2.5-854 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-519 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-855 | ||
WATTS BAR 2.5-856 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS Figure 2.5-520 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R - (Consolidated -Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture WBNP-50 | ||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS Figure 2.5-521 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-857 | ||
WATTS BAR 2.5-858 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-522 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated - Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content | ||
WATTS BAR v | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS Figure 2.5-523 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-859 | ||
WATTS BAR WBNP-50 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-860 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-861 | ||
WATTS BAR WBNP-50 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-862 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-863 | ||
WATTS BAR WBNP-50 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-864 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-865 | ||
WATTS BAR WBNP-50 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-866 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-867 | ||
WATTS BAR WBNP-50 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-868 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-869 | ||
WATTS BAR WBNP-50 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-870 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-871 | ||
WATTS BAR WBNP-50 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-872 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-873 | ||
WATTS BAR WBNP-50 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-874 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-875 | ||
WATTS BAR WBNP-50 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-876 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-877 | ||
WATTS BAR WBNP-50 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-878 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
WATTS BAR WBNP-50 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-879 | ||
WATTS BAR WBNP-50 Figure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) 2.5-880 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-881 | ||
WATTS BAR WBNP-50 Figure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049) 2.5-882 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-883 | ||
WATTS BAR WBNP-50 Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building 2.5-884 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 1 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-885 | ||
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 2 of 4) 2.5-886 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 3 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-887 | ||
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 4 of 4) 2.5-888 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-889 | ||
WATTS BAR WBNP-50 Figure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Figure) 2.5-890 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-891 | ||
WATTS BAR WBNP-50 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-892 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-893 | ||
WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) 2.5-894 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-895 | ||
WATTS BAR WBNP-50 Figure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) 2.5-896 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-897 | ||
WATTS BAR WBNP-50 Figure 2.5-558 Class IE Conduit 2.5-898 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS | |||
WATTS BAR WBNP-50 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-899 | ||
WATTS BAR WBNP-50 Figure 2.5-560 Class IE Conduit 2.5-900 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-901 | ||
WATTS BAR WBNP-50 Figure 2.5-562 Class IE Conduit 2.5-902 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-903 | ||
WATTS BAR WBNP-50 Figure 2.5-564 ERCU & HPFP System 2.5-904 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-905 | ||
WATTS BAR WBNP-63 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-906 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-907 | ||
WATTS BAR WBNP-50 Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO 2.5-908 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS | ||
WATTS BAR WBNP-50 Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-909 | ||
WATTS BAR 2.5-910 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS Figure 2.5-570 Comparison of Induced Shear Stress and Shear Stress Required to Cause 5% Strain and Resulting Factors Of Safety With Depth Below Ground Surface WBNP-50 | ||
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 1 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-911 | ||
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 2 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-912 | ||
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 3 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-913 | ||
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 4 of 4) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-914 | ||
WATTS BAR WBNP-50 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-915 | ||
WATTS BAR WBNP-50 Figure 2.5-573 (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-916 | ||
WATTS BAR WBNP-50 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-917 | ||
WATTS BAR WBNP-50 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-918 | ||
WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-919 | ||
WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-920 | ||
WATTS BAR WBNP-50 Figure 2.5-577 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-921 | ||
WATTS BAR WBNP-50 Figure 2.5-578 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-922 | ||
WATTS BAR WBNP-50 Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-923 | ||
WATTS BAR WBNP-50 Figure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-924 | ||
WATTS BAR WBNP-59 Figure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-925 | ||
WATTS BAR WBNP-50 Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-926 | ||
WATTS BAR WBNP-50 Figure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-927 | ||
WATTS BAR WBNP-59 Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-928 | ||
WATTS BAR WBNP-50 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-929 | ||
WATTS BAR WBNP-50 Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-930 | ||
WATTS BAR WBNP-50 Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-931 | ||
WATTS BAR WBNP-50 Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Minimum Settlement -Auxiliary Building Settlement Station 20 (1973-1982) | |||
(Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-932 | ||
WATTS BAR WBNP-50 Figure 2.5-589 Maximum Settlement - Diesel Generator Building Settlenent Station 1 & Intake Pumping Station Settlement Station 3A; Minimum Settlement Diesel Generator Building Settlement Station 4 & Intake Pumping Station Settlement Station 4 (1975-1982) | |||
(Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-933 | ||
WATTS BAR WBNP-50 Figure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-934 | ||
WATTS BAR WBNP-50 Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-935 | ||
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-936 | ||
WATTS BAR WBNP-50 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-937 | ||
WATTS BAR WBNP-50 Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-938 | ||
WATTS BAR WBNP-50 Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-939 | ||
WATTS BAR WBNP-50 Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-940 | ||
WATTS BAR WBNP-50 Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-941 | ||
WATTS BAR WBNP-59 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-942 | ||
WATTS BAR WBNP-59 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-943 | ||
WATTS BAR WBNP-59 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-944 | ||
WATTS BAR WBNP-59 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-945 | ||
WATTS BAR WBNP-59 Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-946 | ||
WATTS BAR WBNP-59 Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-947 | ||
WATTS BAR WBNP-59 Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-948 | ||
WATTS BAR WBNP-59 Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Please See Figures DVD For Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | ||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-949 | ||
WATTS BAR WBNP-59 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-950 | ||
WATTS BAR WBNP-59 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-951 | ||
WATTS BAR WBNP-63 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-952 | ||
WATTS BAR WBNP-63 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-953 | |||
WATTS BAR WBNP-59 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | ==SUMMARY== | ||
OF FOUNDATION | OF FOUNDATION CONDITIONS 2.5-954}} | ||
Revision as of 05:38, 14 November 2019
| ML091400530 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 04/30/2009 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML091400530 (486) | |
Text
WATTS BAR WBNP-33 Figure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-469
WATTS BAR WBNP-33 Figure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-470
WATTS BAR WBNP-33 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-471
WATTS BAR WBNP-33 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-472
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-185 Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-473
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-185a Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-474
WATTS BAR WBNP-89 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-475
WATTS BAR WBNP-89 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-476
WATTS BAR WBNP-89 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-477
WATTS BAR WBNP-89 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-478
WATTS BAR WBNP-63 Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-479
WATTS BAR WBNP-63 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-480
WATTS BAR WBNP-63 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-481
WATTS BAR WBNP-63 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-482
WATTS BAR WBNP-63 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-483
WATTS BAR WBNP-63 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-484
WATTS BAR WBNP-63 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-485
WATTS BAR WBNP-63 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-486
WATTS BAR WBNP-24 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-487
WATTS BAR WBNP-24 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-488
WATTS BAR WBNP-24 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-489
WATTS BAR WBNP-24 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-490
WATTS BAR WBNP-24 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-491
WATTS BAR WBNP-24 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-492
WATTS BAR WBNP-24 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-493
WATTS BAR WBNP-24 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-494
WATTS BAR WBNP-24 Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-495
WATTS BAR WBNP-71 Figure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - Undrained) Silt and Clay Samples Natural Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-496
WATTS BAR WBNP-71 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-497
WATTS BAR WBNP-71 Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-498
WATTS BAR WBNP-71 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-499
WATTS BAR WBNP-71 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-500
WATTS BAR WBNP-71 Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-501
WATTS BAR WBNP-71 Figure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flexible Circular Footing 10, 50, 100, and 200 Ft. in Diameter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-502
WATTS BAR WBNP-71 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-503
WATTS BAR WBNP-71 Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-504
WATTS BAR WBNP-71 Figure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where Detailed Calculations Were Not Made.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-505
WATTS BAR WBNP-71 Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-506
WATTS BAR WBNP-71 Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-507
WATTS BAR WBNP-71 Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-508
WATTS BAR WBNP-50 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-509
WATTS BAR WBNP-89 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-510
WATTS BAR WBNP-89 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-511
WATTS BAR WBNP-89 Figure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-512
WATTS BAR WBNP-89 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-513
WATTS BAR WBNP-89 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-514
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-515
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-516
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-89 Figure 2.5-226a Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-517
WATTS BAR WBNP-89 Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-518
WATTS BAR WBNP-89 Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-519
WATTS BAR WBNP-89 Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-520
WATTS BAR WBNP-89 Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-521
WATTS BAR WBNP-89 Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-522
WATTS BAR WBNP-89 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-523
WATTS BAR WBNP-89 Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-524
WATTS BAR WBNP-63 Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-525
WATTS BAR WBNP-63 Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-526
WATTS BAR WBNP-63 Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-527
WATTS BAR WBNP-63 Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-528
WATTS BAR WBNP-63 Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-529
WATTS BAR WBNP-63 Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-530
WATTS BAR WBNP-63 Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-531
WATTS BAR WBNP-63 Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-532
WATTS BAR WBNP-63 Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-533
WATTS BAR WBNP-63 Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-534
WATTS BAR WBNP-63 Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-535
WATTS BAR WBNP-63 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-536
WATTS BAR WBNP-63 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-537
WATTS BAR WBNP-63 Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-538
WATTS BAR WBNP-63 Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-539
WATTS BAR WBNP-63 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-540
WATTS BAR WBNP-63 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-541
WATTS BAR WBNP-28 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-542
WATTS BAR WBNP-28 Figure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-543
WATTS BAR WBNP-28 THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-544
WATTS BAR WBNP-24 Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-545
WATTS BAR WBNP-24 Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-546
WATTS BAR WBNP-71 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-547
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples 2.5-548
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-549
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples 2.5-550
WATTS BAR WBNP-24 Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-551
WATTS BAR WBNP-24 Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-552
WATTS BAR WBNP-24 Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-553
WATTS BAR WBNP-24 Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-554
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-24 Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture 2.5-555
WATTS BAR WBNP-44 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-556
WATTS BAR WBNP-28 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-557
WATTS BAR WBNP-28 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-558
WATTS BAR WBNP-28 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-559
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 2.5-560
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 2.5-561
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 2.5-562
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-28 Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 2.5-563
WATTS BAR WBNP-44 Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-564
WATTS BAR WBNP-44 Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-565
WATTS BAR WBNP-44 Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-566
WATTS BAR WBNP-44 Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-567
WATTS BAR WBNP-44 Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-568
WATTS BAR WBNP-44 Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-569
WATTS BAR WBNP-44 Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-570
WATTS BAR WBNP-44 Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-571
WATTS BAR WBNP-62 Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-572
WATTS BAR WBNP-44 Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-573
WATTS BAR WBNP-44 Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-574
WATTS BAR WBNP-44 Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-575
WATTS BAR WBNP-44 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-576
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-577
WATTS BAR WBNP-49 Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-578
WATTS BAR WBNP-49 Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-579
WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-580
WATTS BAR WBNP-49 Figure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-581
WATTS BAR WBNP-49 Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-582
WATTS BAR WBNP-49 Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-583
WATTS BAR WBNP-49 Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-584
WATTS BAR WBNP-50 Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-585
WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-586
WATTS BAR WBNP-50 Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-587
WATTS BAR WBNP-50 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-588
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-589
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-590
WATTS BAR WBNP-50 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-591
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-592
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-593
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-594
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-595
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-596
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-597
WATTS BAR WBNP-50 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-598
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-599
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-600
WATTS BAR WBNP-50 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-601
WATTS BAR WBNP-50 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-602
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-603
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-604
WATTS BAR WBNP-50 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-605
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-606
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-607
WATTS BAR WBNP-50 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-608
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-609
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-610
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-611
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-612
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-613
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-614
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-615
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-616
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-617
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-618
WATTS BAR WBNP-50 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-619
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-620
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-621
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-622
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-623
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-624
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-625
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-626
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-627
WATTS BAR WBNP-50 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-628
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-629
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-630
WATTS BAR WBNP-63 Figure 2.5-308 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-631
WATTS BAR WBNP-50 Figure 2.5-308 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-632
WATTS BAR WBNP-50 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-633
WATTS BAR WBNP-50 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-634
WATTS BAR WBNP-50 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-635
WATTS BAR WBNP-50 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-636
WATTS BAR WBNP-50 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-637
WATTS BAR WBNP-50 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-638
WATTS BAR WBNP-50 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-639
WATTS BAR WBNP-50 Figure 2.5-316 Soil Profile (Sheet 1 of 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-640
WATTS BAR WBNP-50 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-641
WATTS BAR WBNP-50 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-642
WATTS BAR WBNP-50 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-643
WATTS BAR WBNP-50 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-644
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-645
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-646
WATTS BAR WBNP-50 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-647
WATTS BAR WBNP-50 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-648
WATTS BAR WBNP-50 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-649
WATTS BAR WBNP-50 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-650
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-651
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-652
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-653
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-654
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-655
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-656
WATTS BAR WBNP-50 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-657
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-658
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-659
WATTS BAR WBNP-63 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-660
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-661
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-662
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 1of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-663
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 2of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-664
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-665
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-666
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-667
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-668
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-669
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-670
WATTS BAR WBNP-50 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-671
WATTS BAR WBNP-50 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-672
WATTS BAR WBNP-50 Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-673
WATTS BAR WBNP-50 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-674
WATTS BAR WBNP-50 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-675
WATTS BAR WBNP-50 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-676
WATTS BAR WBNP-50 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-677
WATTS BAR WBNP-50 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-678
WATTS BAR WBNP-50 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-679
WATTS BAR WBNP-50 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-680
WATTS BAR WBNP-50 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-681
WATTS BAR WBNP-50 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-682
WATTS BAR WBNP-50 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-683
WATTS BAR WBNP-50 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-684
WATTS BAR WBNP-50 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-685
WATTS BAR WBNP-50 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-686
WATTS BAR WBNP-50 Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-687
WATTS BAR WBNP-50 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-688
WATTS BAR WBNP-50 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-689
WATTS BAR WBNP-50 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-690
WATTS BAR WBNP-50 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-691
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-63 Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-692
WATTS BAR WBNP-50 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-693
WATTS BAR WBNP-50 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-694
WATTS BAR WBNP-50 Figure 2.5-361 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-695
WATTS BAR WBNP-50 Figure 2.5-362 Category I Soil Supported Structures Soil Investigation 2.5-696 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-363 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-697
WATTS BAR WBNP-50 Figure 2.5-364 Category I Soil Supported Structures Soil Investigation 2.5-698 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-699
WATTS BAR WBNP-50 Figure 2.5-366 Soil Supported Structures 2.5-700 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-367 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-701
WATTS BAR WBNP-50 Figure 2.5-368 Soil Supported Structures 2.5-702 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-369 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-703
WATTS BAR WBNP-50 Figure 2.5-370 Soil Supported Structures 2.5-704 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-371 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-705
WATTS BAR WBNP-50 Figure 2.5-372 Gravel Boring No. 125 2.5-706 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-373 Gravel Boring No. 129 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-707
WATTS BAR 2.5-708 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained)
Test Fine Grained Soils (Undisturbed Samples)
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained) 2.5-709 Test Fine Grained Soils (Undisturbed Samples)
WATTS BAR 2.5-710 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) -
(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples)
WATTS BAR WBNP-50 Figure 2.5-377 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-711
WATTS BAR WBNP-50 Figure 2.5-378 Soil Profile 2.5-712 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-379 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-713
WATTS BAR WBNP-50 Figure 2.5-380 Soil Profile 2.5-714 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-381 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-715
WATTS BAR WBNP-50 Figure 2.5-382 Soil Profile 2.5-716 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-717
WATTS BAR WBNP-50 Figure 2.5-383 Soil Profile (Sheet 2 of 2) 2.5-718 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-719
WATTS BAR WBNP-50 Figure 2.5-384 Soil Profile (Sheet 2 of 2) 2.5-720 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-385 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-721
WATTS BAR WBNP-50 Figure 2.5-386 Soil Profile 2.5-722 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-387 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-723
WATTS BAR WBNP-50 Figure 2.5-388 Soil Profile 2.5-724 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-389 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-725
WATTS BAR WBNP-50 Figure 2.5-390 Soil Profile 2.5-726 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-391a Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-727
WATTS BAR WBNP-50 Figure 2.5-392 Soil Profile 2.5-728 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-393 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-729
WATTS BAR WBNP-50 Figure 2.5-394 Soil Profile 2.5-730 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-395 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-731
WATTS BAR WBNP-50 Figure 2.5-396 Soil Profile 2.5-732 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-397 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-733
WATTS BAR WBNP-50 Figure 2.5-398 Soil Profile 2.5-734 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-399 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-735
WATTS BAR WBNP-62 Figure 2.5-400 Soil Profile 2.5-736 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-62 Figure 2.5-401 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-737
WATTS BAR WBNP-62 v
Figure 2.5-402 Soil Profile 2.5-738 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-403 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-739
WATTS BAR WBNP-50 Figure 2.5-404 Soil Profile 2.5-740 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-405 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-741
WATTS BAR WBNP-50 Figure 2.5-406 Soil Profile 2.5-742 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-407 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-743
WATTS BAR WBNP-50 Figure 2.5-408 Soil Profile 2.5-744 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-409 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-745
WATTS BAR WBNP-50 Figure 2.5-410 Soil Profile 2.5-746 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-411 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-747
WATTS BAR WBNP-50 Figure 2.5-412 Soil Profile 2.5-748 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-413 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-749
WATTS BAR WBNP-50 Figure 2.5-414 Soil Profile 2.5-750 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-415 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-751
WATTS BAR WBNP-50 Figure 2.5-416 Soil Profile 2.5-752 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-417 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-753
WATTS BAR WBNP-50 Figure 2.5-418 Soil Profile 2.5-754 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-419 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-755
WATTS BAR WBNP-50 Figure 2.5-420 Soil Profile 2.5-756 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-421 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-757
WATTS BAR WBNP-50 Figure 2.5-422 Soil Profile 2.5-758 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-423 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-759
WATTS BAR WBNP-50 Figure 2.5-424 Soil Profile 2.5-760 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-425 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-761
WATTS BAR WBNP-50 Figure 2.5-426 Soil Profile 2.5-762 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-427 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-763
WATTS BAR WBNP-50 Figure 2.5-428 Soil Profile 2.5-764 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-429 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-765
WATTS BAR WBNP-50 Figure 2.5-430 Soil Profile 2.5-766 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-431 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-767
WATTS BAR WBNP-50 v
Figure 2.5-432 Soil Profile 2.5-768 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-433 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-769
WATTS BAR WBNP-50 Figure 2.5-434 Soil Profile 2.5-770 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-435 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-771
WATTS BAR WBNP-50 Figure 2.5-436 Soil Profile 2.5-772 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-437 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-773
WATTS BAR WBNP-50 Figure 2.5-438 Soil Profile 2.5-774 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-439 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-775
WATTS BAR WBNP-50 Figure 2.5-440 Soil Profile 2.5-776 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-441 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-777
WATTS BAR WBNP-50 Figure 2.5-442 Soil Profile 2.5-778 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-443 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-779
WATTS BAR WBNP-50 Figure 2.5-444 Soil Profile 2.5-780 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-445 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-781
WATTS BAR WBNP-50 Figure 2.5-446 Soil Profile 2.5-782 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-447 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-783
WATTS BAR WBNP-50 Figure 2.5-448 Soil Profile 2.5-784 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-449 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-785
WATTS BAR WBNP-50 Figure 2.5-450 Soil Profile 2.5-786 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-451 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-787
WATTS BAR WBNP-50 Figure 2.5-452 Soil Profile 2.5-788 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-453 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-789
WATTS BAR WBNP-50 Figure 2.5-454 Soil Profile 2.5-790 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-455 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-791
WATTS BAR WBNP-50 Figure 2.5-456 Soil Profile 2.5-792 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-457 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-793
WATTS BAR WBNP-50 Figure 2.5-458 Soil Profile 2.5-794 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-459 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-795
WATTS BAR WBNP-50 Figure 2.5-460 Soil Profile 2.5-796 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-461 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-797
WATTS BAR WBNP-50 v
Figure 2.5-462 Soil Profile 2.5-798 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-463 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-799
WATTS BAR WBNP-50 Figure 2.5-464 Soil Profile 2.5-800 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-465 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-801
WATTS BAR WBNP-50 Figure 2.5-466 Soil Profile 2.5-802 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-467 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-803
WATTS BAR WBNP-50 Figure 2.5-468 Soil Profile 2.5-804 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-469 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-805
WATTS BAR WBNP-50 Figure 2.5-470 Soil Profile 2.5-806 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-471 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-807
WATTS BAR WBNP-50 Figure 2.5-472 Soil Profile 2.5-808 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-473 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-809
WATTS BAR WBNP-50 Figure 2.5-474 Soil Profile 2.5-810 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-475 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-811
WATTS BAR WBNP-50 Figure 2.5-476 Soil Profile 2.5-812 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-477 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-813
WATTS BAR WBNP-50 Figure 2.5-478 Soil Profile 2.5-814 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-479 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-815
WATTS BAR WBNP-50 Figure 2.5-480 Soil Profile 2.5-816 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-481 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-817
WATTS BAR WBNP-50 Figure 2.5-482 Soil Profile 2.5-818 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-483 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-819
WATTS BAR WBNP-50 Figure 2.5-484 Soil Profile 2.5-820 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-485 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-821
WATTS BAR WBNP-50 Figure 2.5-486 Soil Profile 2.5-822 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-487 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-823
WATTS BAR WBNP-50 Figure 2.5-488 Soil Profile 2.5-824 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-489 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-825
WATTS BAR WBNP-50 Figure 2.5-490 Soil Profile 2.5-826 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-491 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-827
WATTS BAR WBNP-50 v
Figure 2.5-492 Soil Profile 2.5-828 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-493 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-829
WATTS BAR WBNP-50 Figure 2.5-494 Soil Profile 2.5-830 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-495 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-831
WATTS BAR WBNP-50 Figure 2.5-496 Soil Profile 2.5-832 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-497 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-833
WATTS BAR WBNP-50 Figure 2.5-498 Soil Profile 2.5-834 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-499 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-835
WATTS BAR WBNP-50 Figure 2.5-500 Soil Profile 2.5-836 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-501 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-837
WATTS BAR WBNP-50 Figure 2.5-502 Soil Profile 2.5-838 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-503 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-839
WATTS BAR WBNP-50 Figure 2.5-504 Soil Profile 2.5-840 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-505 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-841
WATTS BAR WBNP-50 Figure 2.5-506 Soil Profile 2.5-842 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-507 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-843
WATTS BAR WBNP-50 Figure 2.5-508 Soil Profile 2.5-844 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-509 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-845
WATTS BAR WBNP-50 Figure 2.5-510 Soil Profile 2.5-846 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-511 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-847
WATTS BAR WBNP-50 Figure 2.5-512 Soil Profile 2.5-848 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-513 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-849
WATTS BAR WBNP-50 Figure 2.5-514 Soil Profile 2.5-850 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-515 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-851
WATTS BAR WBNP-50 Figure 2.5-516 Soil Profile 2.5-852 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-517 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-853
WATTS BAR WBNP-50 Figure 2.5-518 Soil Profile 2.5-854 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-519 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-855
WATTS BAR 2.5-856 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-520 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R - (Consolidated -Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture WBNP-50
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-521 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-857
WATTS BAR 2.5-858 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS WBNP-50 Figure 2.5-522 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated - Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content
WATTS BAR v
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-523 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content WBNP-50 2.5-859
WATTS BAR WBNP-50 Figure 2.5-524 ERCW Liquefaction Trench A Borrow 2.5-860 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-861
WATTS BAR WBNP-50 Figure 2.5-526 ERCW Liquefaction Trench B 2.5-862 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-527 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-863
WATTS BAR WBNP-50 Figure 2.5-528 ERCW Liquefaction Borrow Area 10 2.5-864 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-529 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-865
WATTS BAR WBNP-50 Figure 2.5-530 ERCW Liquefaction Borrow Area 12 2.5-866 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-531 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-867
WATTS BAR WBNP-50 Figure 2.5-532 ERCW Liquefaction Borrow Area 2C 2.5-868 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-533 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-869
WATTS BAR WBNP-50 Figure 2.5-534 ERCW Liquefaction Trench A 2.5-870 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-871
WATTS BAR WBNP-50 Figure 2.5-536 ERCW Liquefaction Trench B 2.5-872 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-537 ERCW Liquefaction Borrow Area 9 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-873
WATTS BAR WBNP-50 Figure 2.5-538 ERCW Liquefaction Borrow Area 10 2.5-874 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-539 ERCW Liquefaction Borrow Area 11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-875
WATTS BAR WBNP-50 Figure 2.5-540 ERCW Liquefaction Borrow Area 12 2.5-876 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-541 ERCW Liquefaction Borrow Area 13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-877
WATTS BAR WBNP-50 Figure 2.5-542 ERCW Liquefaction Borrow Area 2C 2.5-878 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-543 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-879
WATTS BAR WBNP-50 Figure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) 2.5-880 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-881
WATTS BAR WBNP-50 Figure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049) 2.5-882 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-883
WATTS BAR WBNP-50 Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building 2.5-884 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 1 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-885
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 2 of 4) 2.5-886 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 3 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-887
WATTS BAR WBNP-50 Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 4 of 4) 2.5-888 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-889
WATTS BAR WBNP-50 Figure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Figure) 2.5-890 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-552 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-891
WATTS BAR WBNP-50 Figure 2.5-553 ERCW Pipeline Section E-E 2.5-892 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-893
WATTS BAR WBNP-50 Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) 2.5-894 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-895
WATTS BAR WBNP-50 Figure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) 2.5-896 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-557 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-897
WATTS BAR WBNP-50 Figure 2.5-558 Class IE Conduit 2.5-898 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-559 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-899
WATTS BAR WBNP-50 Figure 2.5-560 Class IE Conduit 2.5-900 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-561 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-901
WATTS BAR WBNP-50 Figure 2.5-562 Class IE Conduit 2.5-902 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-563 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-903
WATTS BAR WBNP-50 Figure 2.5-564 ERCU & HPFP System 2.5-904 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-565 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-905
WATTS BAR WBNP-63 Figure 2.5-566 Intake Channel Grain Size Analysis 2.5-906 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-907
WATTS BAR WBNP-50 Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO 2.5-908 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS
WATTS BAR WBNP-50 Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-909
WATTS BAR 2.5-910 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-570 Comparison of Induced Shear Stress and Shear Stress Required to Cause 5% Strain and Resulting Factors Of Safety With Depth Below Ground Surface WBNP-50
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 1 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-911
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 2 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-912
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 3 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-913
WATTS BAR WBNP-50 Figure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 4 of 4)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-914
WATTS BAR WBNP-50 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-915
WATTS BAR WBNP-50 Figure 2.5-573 (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-916
WATTS BAR WBNP-50 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-917
WATTS BAR WBNP-50 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-918
WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-919
WATTS BAR WBNP-50 Figure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-920
WATTS BAR WBNP-50 Figure 2.5-577 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-921
WATTS BAR WBNP-50 Figure 2.5-578 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-922
WATTS BAR WBNP-50 Figure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-923
WATTS BAR WBNP-50 Figure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-924
WATTS BAR WBNP-59 Figure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-925
WATTS BAR WBNP-50 Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-926
WATTS BAR WBNP-50 Figure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-927
WATTS BAR WBNP-59 Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-928
WATTS BAR WBNP-50 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-929
WATTS BAR WBNP-50 Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-930
WATTS BAR WBNP-50 Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-931
WATTS BAR WBNP-50 Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Minimum Settlement -Auxiliary Building Settlement Station 20 (1973-1982)
(Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-932
WATTS BAR WBNP-50 Figure 2.5-589 Maximum Settlement - Diesel Generator Building Settlenent Station 1 & Intake Pumping Station Settlement Station 3A; Minimum Settlement Diesel Generator Building Settlement Station 4 & Intake Pumping Station Settlement Station 4 (1975-1982)
(Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-933
WATTS BAR WBNP-50 Figure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-934
WATTS BAR WBNP-50 Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-935
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-50 Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-936
WATTS BAR WBNP-50 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-937
WATTS BAR WBNP-50 Figure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-938
WATTS BAR WBNP-50 Figure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-939
WATTS BAR WBNP-50 Figure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-940
WATTS BAR WBNP-50 Figure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-941
WATTS BAR WBNP-59 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-942
WATTS BAR WBNP-59 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-943
WATTS BAR WBNP-59 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-944
WATTS BAR WBNP-59 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-945
WATTS BAR WBNP-59 Figure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-946
WATTS BAR WBNP-59 Figure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-947
WATTS BAR WBNP-59 Figure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-948
WATTS BAR WBNP-59 Figure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Please See Figures DVD For Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-949
WATTS BAR WBNP-59 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-950
WATTS BAR WBNP-59 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-951
WATTS BAR WBNP-63 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-952
WATTS BAR WBNP-63 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-953
WATTS BAR WBNP-59 Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-954