ML090340700: Difference between revisions
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| number = ML090340700 | | number = ML090340700 | ||
| issue date = 12/18/2008 | | issue date = 12/18/2008 | ||
| title = | | title = Final Safety Analysis Report, Amendment 92, List of Effective Pages, Tables, and Figures | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
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=Text= | =Text= | ||
{{#Wiki_filter:}} | {{#Wiki_filter:e Amendment Page Amendment i WBNP-76 2.5-510 WBNP-89 WBNP-91 2.5-511 WBNP-89 469 WBNP-33 2.5-512 WBNP-89 470 WBNP-33 2.5-513 WBNP-89 471 WBNP-33 2.5-514 WBNP-89 472 WBNP-33 2.5-515 WBNP-89 473 WBNP-50 2.5-516 WBNP-89 474 WBNP-89 2.5-517 WBNP-89 475 WBNP-89 2.5-518 WBNP-89 476 WBNP-89 2.5-519 WBNP-89 477 WBNP-89 2.5-520 WBNP-89 478 WBNP-89 2.5-521 WBNP-89 479 WBNP-63 2.5-522 WBNP-89 480 WBNP-63 2.5-523 WBNP-89 481 WBNP-63 2.5-524 WBNP-89 482 WBNP-63 2.5-525 WBNP-63 483 WBNP-63 2.5-526 WBNP-63 484 WBNP-63 2.5-527 WBNP-63 485 WBNP-63 2.5-528 WBNP-63 486 WBNP-63 2.5-529 WBNP-63 487 WBNP-24 2.5-530 WBNP-63 488 WBNP-24 2.5-531 WBNP-63 489 WBNP-24 2.5-532 WBNP-63 490 WBNP-24 2.5-533 WBNP-63 491 WBNP-24 2.5-534 WBNP-63 492 WBNP-24 2.5-535 WBNP-63 493 WBNP-24 2.5-536 WBNP-63 494 WBNP-24 2.5-537 WBNP-63 495 WBNP-24 2.5-538 WBNP-63 496 WBNP-71 2.5-539 WBNP-63 497 WBNP-71 2.5-540 WBNP-63 498 WBNP-71 2.5-541 WBNP-63 499 WBNP-71 2.5-542 WBNP-28 500 WBNP-71 2.5-543 WBNP-28 501 WBNP-71 2.5-544 WBNP-28 502 WBNP-71 2.5-545 WBNP-24 503 WBNP-71 2.5-546 WBNP-24 504 WBNP-71 2.5-547 WBNP-71 505 WBNP-71 2.5-548 WBNP-24 506 WBNP-71 2.5-549 WBNP-24 507 WBNP-71 2.5-550 WBNP-24 508 WBNP-71 2.5-551 WBNP-24 509 WBNP-50 2.5-552 WBNP-24 of Effective Pages LEP-i | ||
e Amendment Page Amendment 553 WBNP-24 2.5-596 WBNP-50 554 WBNP-24 2.5-597 WBNP-50 555 WBNP-24 2.5-598 WBNP-50 556 WBNP-44 2.5-599 WBNP-50 557 WBNP-28 2.5-600 WBNP-50 558 WBNP-28 2.5-601 WBNP-50 559 WBNP-28 2.5-602 WBNP-50 560 WBNP-28 2.5-603 WBNP-50 561 WBNP-28 2.5-604 WBNP-50 562 WBNP-28 2.5-605 WBNP-50 563 WBNP-28 2.5-606 WBNP-50 564 WBNP-44 2.5-607 WBNP-50 565 WBNP-44 2.5-608 WBNP-50 566 WBNP-44 2.5-609 WBNP-50 567 WBNP-44 2.5-610 WBNP-50 568 WBNP-44 2.5-611 WBNP-50 569 WBNP-44 2.5-612 WBNP-50 570 WBNP-44 2.5-613 WBNP-50 571 WBNP-44 2.5-614 WBNP-50 572 WBNP-62 2.5-615 WBNP-50 573 WBNP-44 2.5-616 WBNP-50 574 WBNP-44 2.5-617 WBNP-50 575 WBNP-44 2.5-618 WBNP-50 576 WBNP-44 2.5-619 WBNP-50 577 WBNP-50 2.5-620 WBNP-50 578 WBNP-49 2.5-621 WBNP-50 579 WBNP-49 2.5-622 WBNP-50 580 WBNP-49 2.5-623 WBNP-50 581 WBNP-49 2.5-624 WBNP-50 582 WBNP-49 2.5-625 WBNP-50 583 WBNP-49 2.5-626 WBNP-50 584 WBNP-49 2.5-627 WBNP-50 585 WBNP-50 2.5-628 WBNP-50 586 WBNP-50 2.5-629 WBNP-50 587 WBNP-50 2.5-630 WBNP-50 588 WBNP-50 2.5-631 WBNP-63 589 WBNP-50 2.5-632 WBNP-50 590 WBNP-50 2.5-633 WBNP-50 591 WBNP-50 2.5-634 WBNP-50 592 WBNP-50 2.5-635 WBNP-50 593 WBNP-50 2.5-636 WBNP-50 594 WBNP-50 2.5-637 WBNP-50 595 WBNP-50 2.5-638 WBNP-50 ii List of Effective Pages | |||
e Amendment Page Amendment 639 WBNP-50 2.5-682 WBNP-50 640 WBNP-50 2.5-683 WBNP-50 641 WBNP-50 2.5-684 WBNP-50 642 WBNP-50 2.5-685 WBNP-50 643 WBNP-50 2.5-686 WBNP-50 644 WBNP-50 2.5-687 WBNP-50 645 WBNP-50 2.5-688 WBNP-50 646 WBNP-50 2.5-689 WBNP-50 647 WBNP-50 2.5-690 WBNP-50 648 WBNP-50 2.5-691 WBNP-50 649 WBNP-50 2.5-692 WBNP-63 650 WBNP-50 2.5-693 WBNP-50 651 WBNP-50 2.5-694 WBNP-50 652 WBNP-50 2.5-695 WBNP-50 653 WBNP-50 2.5-696 WBNP-50 654 WBNP-50 2.5-697 WBNP-50 655 WBNP-50 2.5-698 WBNP-50 656 WBNP-50 2.5-699 WBNP-50 657 WBNP-50 2.5-700 WBNP-50 658 WBNP-50 2.5-701 WBNP-50 659 WBNP-50 2.5-702 WBNP-50 660 WBNP-63 2.5-703 WBNP-50 661 WBNP-50 2.5-704 WBNP-50 662 WBNP-50 2.5-705 WBNP-50 663 WBNP-50 2.5-706 WBNP-50 664 WBNP-50 2.5-707 WBNP-50 665 WBNP-50 2.5-708 WBNP-50 666 WBNP-50 2.5-709 WBNP-50 667 WBNP-50 2.5-710 WBNP-50 668 WBNP-50 2.5-711 WBNP-50 669 WBNP-50 2.5-712 WBNP-50 670 WBNP-50 2.5-713 WBNP-50 671 WBNP-50 2.5-714 WBNP-50 672 WBNP-50 2.5-715 WBNP-50 673 WBNP-50 2.5-716 WBNP-50 674 WBNP-50 2.5-717 WBNP-50 675 WBNP-50 2.5-718 WBNP-50 676 WBNP-50 2.5-719 WBNP-50 677 WBNP-50 2.5-720 WBNP-50 678 WBNP-50 2.5-721 WBNP-50 679 WBNP-50 2.5-722 WBNP-50 680 WBNP-50 2.5-723 WBNP-50 681 WBNP-50 2.5-724 WBNP-50 of Effective Pages LEP-iii | |||
e Amendment Page Amendment 725 WBNP-50 2.5-768 WBNP-50 726 WBNP-50 2.5-769 WBNP-50 727 WBNP-50 2.5-770 WBNP-50 728 WBNP-50 2.5-771 WBNP-50 729 WBNP-50 2.5-772 WBNP-50 730 WBNP-50 2.5-773 WBNP-50 731 WBNP-50 2.5-774 WBNP-50 732 WBNP-50 2.5-775 WBNP-50 733 WBNP-50 2.5-776 WBNP-50 734 WBNP-50 2.5-777 WBNP-50 735 WBNP-50 2.5-778 WBNP-50 736 WBNP-62 2.5-779 WBNP-50 737 WBNP-62 2.5-780 WBNP-50 738 WBNP-62 2.5-781 WBNP-50 739 WBNP-50 2.5-782 WBNP-50 740 WBNP-50 2.5-783 WBNP-50 741 WBNP-50 2.5-784 WBNP-50 742 WBNP-50 2.5-785 WBNP-50 743 WBNP-50 2.5-786 WBNP-50 744 WBNP-50 2.5-787 WBNP-50 745 WBNP-50 2.5-788 WBNP-50 746 WBNP-50 2.5-789 WBNP-50 747 WBNP-50 2.5-790 WBNP-50 748 WBNP-50 2.5-791 WBNP-50 749 WBNP-50 2.5-792 WBNP-50 750 WBNP-50 2.5-793 WBNP-50 751 WBNP-50 2.5-794 WBNP-50 752 WBNP-50 2.5-795 WBNP-50 753 WBNP-50 2.5-796 WBNP-50 754 WBNP-50 2.5-797 WBNP-50 755 WBNP-50 2.5-798 WBNP-50 756 WBNP-50 2.5-799 WBNP-50 757 WBNP-50 2.5-800 WBNP-50 758 WBNP-50 2.5-801 WBNP-50 759 WBNP-50 2.5-802 WBNP-50 760 WBNP-50 2.5-803 WBNP-50 761 WBNP-50 2.5-804 WBNP-50 762 WBNP-50 2.5-805 WBNP-50 763 WBNP-50 2.5-806 WBNP-50 764 WBNP-50 2.5-807 WBNP-50 765 WBNP-50 2.5-808 WBNP-50 766 WBNP-50 2.5-809 WBNP-50 767 WBNP-50 2.5-810 WBNP-50 iv List of Effective Pages | |||
e Amendment Page Amendment 811 WBNP-50 2.5-854 WBNP-50 812 WBNP-50 2.5-855 WBNP-50 813 WBNP-50 2.5-856 WBNP-50 814 WBNP-50 2.5-857 WBNP-50 815 WBNP-50 2.5-858 WBNP-50 816 WBNP-50 2.5-859 WBNP-50 817 WBNP-50 2.5-860 WBNP-50 818 WBNP-50 2.5-861 WBNP-50 819 WBNP-50 2.5-862 WBNP-50 820 WBNP-50 2.5-863 WBNP-50 821 WBNP-50 2.5-864 WBNP-50 822 WBNP-50 2.5-865 WBNP-50 823 WBNP-50 2.5-866 WBNP-50 824 WBNP-50 2.5-867 WBNP-50 825 WBNP-50 2.5-868 WBNP-50 826 WBNP-50 2.5-869 WBNP-50 827 WBNP-50 2.5-870 WBNP-50 828 WBNP-50 2.5-871 WBNP-50 829 WBNP-50 2.5-872 WBNP-50 830 WBNP-50 2.5-873 WBNP-50 831 WBNP-50 2.5-874 WBNP-50 832 WBNP-50 2.5-875 WBNP-50 833 WBNP-50 2.5-876 WBNP-50 834 WBNP-50 2.5-877 WBNP-50 835 WBNP-50 2.5-878 WBNP-50 836 WBNP-50 2.5-879 WBNP-50 837 WBNP-50 2.5-880 WBNP-50 838 WBNP-50 2.5-881 WBNP-50 839 WBNP-50 2.5-882 WBNP-50 840 WBNP-50 2.5-883 WBNP-50 841 WBNP-50 2.5-884 WBNP-50 842 WBNP-50 2.5-885 WBNP-50 843 WBNP-50 2.5-886 WBNP-50 844 WBNP-50 2.5-887 WBNP-50 845 WBNP-50 2.5-888 WBNP-50 846 WBNP-50 2.5-889 WBNP-50 847 WBNP-50 2.5-890 WBNP-50 848 WBNP-50 2.5-891 WBNP-50 849 WBNP-50 2.5-892 WBNP-50 850 WBNP-50 2.5-893 WBNP-50 851 WBNP-50 2.5-894 WBNP-50 852 WBNP-50 2.5-895 WBNP-50 853 WBNP-50 2.5-896 WBNP-50 of Effective Pages LEP-v | |||
e Amendment Page Amendment 897 WBNP-50 2.5-926 WBNP-50 898 WBNP-50 2.5-927 WBNP-50 899 WBNP-50 2.5-928 WBNP-59 900 WBNP-50 2.5-929 WBNP-50 901 WBNP-50 2.5-930 WBNP-50 902 WBNP-50 2.5-931 WBNP-50 903 WBNP-50 2.5-932 WBNP-50 904 WBNP-50 2.5-933 WBNP-50 905 WBNP-50 2.5-934 WBNP-50 906 WBNP-63 2.5-935 WBNP-50 907 WBNP-50 2.5-936 WBNP-50 908 WBNP-50 2.5-937 WBNP-50 909 WBNP-50 2.5-938 WBNP-50 910 WBNP-50 2.5-939 WBNP-50 911 WBNP-50 2.5-940 WBNP-50 912 WBNP-50 2.5-941 WBNP-50 913 WBNP-50 2.5-942 WBNP-59 914 WBNP-50 2.5-943 WBNP-59 915 WBNP-50 2.5-944 WBNP-59 916 WBNP-50 2.5-945 WBNP-59 917 WBNP-50 2.5-946 WBNP-59 918 WBNP-50 2.5-947 WBNP-59 919 WBNP-50 2.5-949 WBNP-59 920 WBNP-50 2.5-950 WBNP-59 921 WBNP-50 2.5-951 WBNP-59 922 WBNP-50 2.5-952 WBNP-63 923 WBNP-50 2.5-953 WBNP-63 924 WBNP-50 2.5-954 WBNP-59 925 WBNP-59 vi List of Effective Pages | |||
tion Title Page e of Contents 2-i | |||
tion Title Page Table of Contents | |||
tion Title of Tables 2-iii | |||
tion Title List of Tables | |||
tion Title ure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West ure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West ure 2.5-183 Earthquake Listing List of References ure 2.5-184 Earthquake Listing Notes ure 2.5-185 Yard Soil Borings Location Plan ure 2.5-185a Yard Soil Borings Location Plan ure 2.5-186 Transformer Yard & Switchyard Soil Investigation ure 2.5-187 Cooling Towers Soil Investigation ure 2.5-188 Pumping Station Foundation Investigation ure 2.5-189 Office & Service Building Foundation Investigation ure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation ure 2.5-191 Essential Cooling Water Supply Soil Investigation ure 2.5-192 Intake Channel, Section DD Foundation Investigation ure 2.5-193 Intake Channel, Section EE Foundation Investigation ure 2.5-194 Intake Channel, Section CC Foundation Investigation ure 2.5-195 Intake Channel, Section FF Foundation Investigation ure 2.5-196 Class IE Conduits Soil Investigation ure 2.5-197 Class IE Conduits Soil Investigation ure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-203 Intake Channel Trench ure 2.5-204 Intake Channel Test 1 ure 2.5-205 Intake Channel Strength Evaluation Test 2 ure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undis-turbed) Samples. | |||
ure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - | |||
Undrained) Silt and Clay Samples Natural Moisture Content ure 2.5-208 Class IE Conduit Alignment S-Direct Shear ure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone ure 2.5-210 Location of Test Holes ure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests ure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger ure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flex-ible Circular Footing 10, 50, 100, and 200 Ft. in Diameter ure 2.5-214 Eia For Holes Tested With Menard Pressuremeter ure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF ure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where De-tailed Calculations Were Not Made. | |||
of Figures 2-v | |||
tion Title ure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings ure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Cal-culations ure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16) ure 2.5-220 Yard Soil Investigations Borrow Soils ure 2.5-221 Yard Soil Investigations Borrow Soils ure 2.5-221a Yard Soil Investigations Borrow Soils ure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure) ure 2.5-223 Additional Borrow Exploration ure 2.5-224 Additional Borrow Area 4 ure 2.5-225 Main Plant Excavation & Backfill Category I Structures ure 2.5-226 Main Plant Excavation & Backfill Category I Structures ure 2.5-226a Excavation and Backfill Category I Structures ure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section ure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S ure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S ure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S ure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S ure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel ure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refrac-tion Measurement ure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain ure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain ure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain ure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain ure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain ure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain ure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain ure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain ure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain ure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain ure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain ure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test ure 2.5-235 Compaction Test Borrow Areas (Family Of Curves) ure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Struc-tures ure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Struc-tures ure 2.5-237 Intake Channel Seismic Stability Analysis ure 2.5-238 Static Design Case 2 ure 2.5-239 Intake Channel-Lateral Excavation & Replacement ure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method List of Figures | |||
tion Title ure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples) ure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples ure 2.5-243 Deleted by Amendment 71 ure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples ure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples ure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples ure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Sam-ples) Silty Sands ure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays ure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands ure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays ure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture ure 2.5-252 Site Studies Intake Channel Additional Soils Investigation ure 2.5-253 Intake Channel Additional Soil Investigation Section AA ure 2.5-254 Intake Channel Additional Soil Investigation Section BB ure 2.5-255 Intake Channel Additional Soil Investigation Section CC ure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 ure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 ure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reser-voir End with Rockfill Placed at 665 ure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 ure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 ure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 ure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 ure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 ure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 ure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 ure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 ure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 ure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring) ure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 ure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 of Figures 2-vii | |||
tion Title ure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 ure 2.5-272 Moisture - Penetration Test - Borrow Area 7 ure 2.5-273 Yard Category I ERCW Piping and Conduits Plan ure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks ure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks ure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 ure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 ure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2) ure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2) ure 2.5-282 Soil Profile ure 2.5-283 Soil Profile (Sheet 1 of 2) ure 2.5-283 Soil Profile (Sheet 2 of 2) ure 2.5-284 Soil Profile ure 2.5-285 Soil Profile (Sheet 1 of 2) ure 2.5-285 Soil Profile (Sheet 2 of 2) ure 2.5-286 Soil Profile (Sheet 1 of 2) ure 2.5-286 Soil Profile (Sheet 2 of 2) ure 2.5-287 Soil Profile (Sheet 1 of 2) ure 2.5-287 Soil Profile (Sheet 2 of 2) ure 2.5-288 Soil Profile ure 2.5-289 Soil Profile (Sheet 1 of 2) ure 2.5-289 Soil Profile (Sheet 2 of 2) ure 2.5-290 Soil Profile ure 2.5-291 Soil Profile ure 2.5-292 Soil Profile (Sheet 1 of 2) ure 2.5-292 Soil Profile (Sheet 2 of 2 ure 2.5-293 Soil Profile ure 2.5-294 Soil Profile (Sheet 1 of 2) ure 2.5-294 Soil Profile (Sheet 2 of 2) ure 2.5-295 Soil Profile ure 2.5-296 Soil Profile (Sheet 1 of 2) ure 2.5-296 Soil Profile (Sheet 2 of 2) ure 2.5-297 Soil Profile (Sheet 1 of 2) ure 2.5-297 Soil Profile (Sheet 2 of 2) ure 2.5-298 Soil Profile (Sheet 1 of 2) ure 2.5-298 Soil Profile (Sheet 2 of 2) ure 2.5-299 Soil Profile (Sheet 1 of 2) ure 2.5-299 Soil Profile (Sheet 2 of 2) ure 2.5-300 Soil Profile (Sheet 1 of 2) ure 2.5-300 Soil Profile (Sheet 2 of 2) | |||
List of Figures | |||
tion Title ure 2.5-301 Soil Profile ure 2.5-302 Soil Profile (Sheet 1 of 2) ure 2.5-302 Soil Profile (Sheet 2 of 2) ure 2.5-303 Soil Profile (Sheet 1 of 2) ure 2.5-303 Soil Profile (Sheet 2 of 2) ure 2.5-304 Soil Profile (Sheet 1 of 2) ure 2.5-304 Soil Profile (Sheet 2 of 2) ure 2.5-305 Soil Profile (Sheet 1 of 2) ure 2.5-305 Soil Profile (Sheet 2 of 2) ure 2.5-306 Soil Profile ure 2.5-307 Soil Profile (Sheet 1 of 2) ure 2.5-307 Soil Profile (Sheet 2 of 2) ure 2.5-308 Soil Profile (Sheet 1 of 2) ure 2.5-308 Soil Profile (Sheet 2 of 2) ure 2.5-309 Soil Profile ure 2.5-310 Soil Profile ure 2.5-311 Soil Profile ure 2.5-312 Soil Profile ure 2.5-313 Soil Profile ure 2.5-314 Soil Profile ure 2.5-315 Soil Profile ure 2.5-316 Soil Profile (Sheet 1 of 1) ure 2.5-317 Soil Profile ure 2.5-318 Soil Profile ure 2.5-319 Soil Profile ure 2.5-320 Soil Profile ure 2.5-321 Soil Profile (Sheet 1 of 2) ure 2.5-321 Soil Profile (Sheet 2 of 2) ure 2.5-322 Soil Profile ure 2.5-323 Soil Profile ure 2.5-324 Soil Profile ure 2.5-325 Soil Profile ure 2.5-326 Soil Profile (Sheet 1 of 2) ure 2.5-326 Soil Profile (Sheet 2 of 2) ure 2.5-327 Soil Profile (Sheet 1 of 2) ure 2.5-327 Soil Profile (Sheet 2 of 2) ure 2.5-328 Soil Profile (Sheet 1 of 2) ure 2.5-328 Soil Profile (Sheet 2 of 2) ure 2.5-329 Soil Profile ure 2.5-330 Soil Profile (Sheet 1 of 2) ure 2.5-330 Soil Profile (Sheet 2 of 2) ure 2.5-331 Blank Page ure 2.5-332 Soil Profile (Sheet 1 of 2) ure 2.5-332 Soil Profile (Sheet 2 of 2) of Figures 2-ix | |||
tion Title ure 2.5-333 Soil Profile (Sheet 1of 2) ure 2.5-333 Soil Profile (Sheet 2of 2) ure 2.5-334 Soil Profile (Sheet 1 of 2) ure 2.5-334 Soil Profile (Sheet 2 of 2) ure 2.5-335 Soil Profile (Sheet 1 of 2) ure 2.5-335 Soil Profile (Sheet 2 of 2) ure 2.5-336 Soil Profile (Sheet 1 of 2) ure 2.5-336 Soil Profile (Sheet 2 of 2) ure 2.5-337 Soil Profile ure 2.5-338 Soil Profile ure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 ure 2.5-340 ERCW Liquefaction ure 2.5-341 ERCW Liquefaction ure 2.5-342 Liquefaction ure 2.5-343 Liquefaction ure 2.5-344 Liquefaction ure 2.5-345 Liquefaction ure 2.5-346 Liquefaction ure 2.5-347 Liquefaction ure 2.5-348 Liquefaction ure 2.5-349 Liquefaction ure 2.5-350 Liquefaction ure 2.5-351 Liquefaction ure 2.5-352 Liquefaction ure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils ure 2.5-354 Liquefaction Study ERCW Pipeline ure 2.5-355 Liquefaction Study ERCW Pipeline ure 2.5-356 Liquefaction Study ERCW Pipeline ure 2.5-357 Liquefaction Study ERCW Pipeline ure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures ure 2.5-359 Category I Soil Supported Structures Soil Investigation ure 2.5-360 Category I Soil Supported Structures Soil Investigation ure 2.5-361 Category I Soil Supported Structures Soil Investigation ure 2.5-362 Category I Soil Supported Structures Soil Investigation ure 2.5-363 Category I Soil Supported Structures Soil Investigation ure 2.5-364 Category I Soil Supported Structures Soil Investigation ure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel ure 2.5-366 Soil Supported Structures ure 2.5-367 Soil Supported Structures ure 2.5-368 Soil Supported Structures ure 2.5-369 Soil Supported Structures ure 2.5-370 Soil Supported Structures List of Figures | |||
tion Title ure 2.5-371 Soil Supported Structures ure 2.5-372 Gravel Boring No. 125 ure 2.5-373 Gravel Boring No. 129 ure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Un-consolidated - Undrained) | |||
Test Fine Grained Soils (Undisturbed Samples) ure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) | |||
- ( Consolidated - Undrained) | |||
Test Fine Grained Soils (Undisturbed Samples) ure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effec-tive) - | |||
(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Sam-ples) ure 2.5-377 Soil Profile ure 2.5-378 Soil Profile ure 2.5-379 Soil Profile ure 2.5-380 Soil Profile ure 2.5-381 Soil Profile ure 2.5-382 Soil Profile ure 2.5-383 Soil Profile (Sheet 1 of 2) ure 2.5-383 Soil Profile (Sheet 2 of 2) ure 2.5-384 Soil Profile (Sheet 1 of 2) ure 2.5-384 Soil Profile (Sheet 2 of 2) ure 2.5-385 Soil Profile ure 2.5-386 Soil Profile ure 2.5-387 Soil Profile ure 2.5-388 Soil Profile ure 2.5-389 Soil Profile ure 2.5-390 Soil Profile ure 2.5-391a Soil Profile ure 2.5-392 Soil Profile ure 2.5-393 Soil Profile ure 2.5-394 Soil Profile ure 2.5-395 Soil Profile ure 2.5-396 Soil Profile ure 2.5-397 Soil Profile ure 2.5-398 Soil Profile ure 2.5-399 Soil Profile ure 2.5-400 Soil Profile ure 2.5-401 Soil Profile of Figures 2-xi | |||
tion Title ure 2.5-402 Soil Profile ure 2.5-403 Soil Profile ure 2.5-404 Soil Profile ure 2.5-405 Soil Profile ure 2.5-406 Soil Profile ure 2.5-407 Soil Profile ure 2.5-408 Soil Profile ure 2.5-409 Soil Profile ure 2.5-410 Soil Profile ure 2.5-411 Soil Profile ure 2.5-412 Soil Profile ure 2.5-413 Soil Profile ure 2.5-414 Soil Profile ure 2.5-415 Soil Profile ure 2.5-416 Soil Profile ure 2.5-417 Soil Profile ure 2.5-418 Soil Profile ure 2.5-419 Soil Profile ure 2.5-420 Soil Profile ure 2.5-421 Soil Profile ure 2.5-422 Soil Profile ure 2.5-423 Soil Profile ure 2.5-424 Soil Profile ure 2.5-425 Soil Profile ure 2.5-426 Soil Profile ure 2.5-427 Soil Profile ure 2.5-428 Soil Profile ure 2.5-429 Soil Profile ure 2.5-430 Soil Profile ure 2.5-431 Soil Profile ure 2.5-432 Soil Profile ure 2.5-433 Soil Profile ure 2.5-434 Soil Profile ure 2.5-435 Soil Profile ure 2.5-436 Soil Profile ure 2.5-437 Soil Profile ure 2.5-438 Soil Profile ure 2.5-439 Soil Profile ure 2.5-440 Soil Profile ure 2.5-441 Soil Profile ure 2.5-442 Soil Profile ure 2.5-443 Soil Profile ure 2.5-444 Soil Profile ure 2.5-445 Soil Profile List of Figures | |||
tion Title ure 2.5-446 Soil Profile ure 2.5-447 Soil Profile ure 2.5-448 Soil Profile ure 2.5-449 Soil Profile ure 2.5-450 Soil Profile ure 2.5-451 Soil Profile ure 2.5-452 Soil Profile ure 2.5-453 Soil Profile ure 2.5-454 Soil Profile ure 2.5-455 Soil Profile ure 2.5-456 Soil Profile ure 2.5-457 Soil Profile ure 2.5-458 Soil Profile ure 2.5-459 Soil Profile ure 2.5-460 Soil Profile ure 2.5-461 Soil Profile ure 2.5-462 Soil Profile ure 2.5-463 Soil Profile ure 2.5-464 Soil Profile ure 2.5-465 Soil Profile ure 2.5-466 Soil Profile ure 2.5-467 Soil Profile ure 2.5-468 Soil Profile ure 2.5-469 Soil Profile ure 2.5-470 Soil Profile ure 2.5-471 Soil Profile ure 2.5-472 Soil Profile ure 2.5-473 Soil Profile ure 2.5-474 Soil Profile ure 2.5-475 Soil Profile ure 2.5-476 Soil Profile ure 2.5-477 Soil Profile ure 2.5-478 Soil Profile ure 2.5-479 Soil Profile ure 2.5-480 Soil Profile ure 2.5-481 Soil Profile ure 2.5-482 Soil Profile ure 2.5-483 Soil Profile ure 2.5-484 Soil Profile ure 2.5-485 Soil Profile ure 2.5-486 Soil Profile ure 2.5-487 Soil Profile ure 2.5-488 Soil Profile ure 2.5-489 Soil Profile of Figures 2-xiii | |||
tion Title ure 2.5-490 Soil Profile ure 2.5-491 Soil Profile ure 2.5-492 Soil Profile ure 2.5-493 Soil Profile ure 2.5-494 Soil Profile ure 2.5-495 Soil Profile ure 2.5-496 Soil Profile ure 2.5-497 Soil Profile ure 2.5-498 Soil Profile ure 2.5-499 Soil Profile ure 2.5-500 Soil Profile ure 2.5-501 Soil Profile ure 2.5-502 Soil Profile ure 2.5-503 Soil Profile ure 2.5-504 Soil Profile ure 2.5-505 Soil Profile ure 2.5-506 Soil Profile ure 2.5-507 Soil Profile ure 2.5-508 Soil Profile ure 2.5-509 Soil Profile ure 2.5-510 Soil Profile ure 2.5-511 Soil Profile ure 2.5-512 Soil Profile ure 2.5-513 Soil Profile ure 2.5-514 Soil Profile ure 2.5-515 Soil Profile ure 2.5-516 Soil Profile ure 2.5-517 Soil Profile ure 2.5-518 Soil Profile ure 2.5-519 Soil Profile ure 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 ure 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 ure 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 ure 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 ure 2.5-524 ERCW Liquefaction Trench A Borrow ure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow List of Figures | |||
tion Title ure 2.5-526 ERCW Liquefaction Trench B ure 2.5-527 ERCW Liquefaction Borrow Area 9 ure 2.5-528 ERCW Liquefaction Borrow Area 10 ure 2.5-529 ERCW Liquefaction Borrow Area 11 ure 2.5-530 ERCW Liquefaction Borrow Area 12 ure 2.5-531 ERCW Liquefaction Borrow Area 13 ure 2.5-532 ERCW Liquefaction Borrow Area 2C ure 2.5-533 ERCW Liquefaction Borrow Area 2C ure 2.5-534 ERCW Liquefaction Trench A ure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow ure 2.5-536 ERCW Liquefaction Trench B ure 2.5-537 ERCW Liquefaction Borrow Area 9 ure 2.5-538 ERCW Liquefaction Borrow Area 10 ure 2.5-539 ERCW Liquefaction Borrow Area 11 ure 2.5-540 ERCW Liquefaction Borrow Area 12 ure 2.5-541 ERCW Liquefaction Borrow Area 13 ure 2.5-542 ERCW Liquefaction Borrow Area 2C ure 2.5-543 ERCW Liquefaction Borrow Area 2C ure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) ure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Rel-ative Density (ASTM 02049) ure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - | |||
Undrained) 80% Relative Density (ASTM D2049) ure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049) ure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Genera-tor Building ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 1 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 2 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 3 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 4 of 4) ure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Fig-ure) ure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Fig-ure) ure 2.5-552 ERCW Pipeline Section D-D ure 2.5-553 ERCW Pipeline Section E-E ure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) of Figures 2-xv | |||
tion Title ure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) ure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) ure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) ure 2.5-557 Class IE Conduit ure 2.5-558 Class IE Conduit ure 2.5-559 Class IE Conduit ure 2.5-560 Class IE Conduit ure 2.5-561 Class IE Conduit ure 2.5-562 Class IE Conduit ure 2.5-563 Class IE Conduit ure 2.5-564 ERCU & HPFP System ure 2.5-565 ERCU & HPFP System ure 2.5-566 Intake Channel Grain Size Analysis ure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO ure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO ure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation ure 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 ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 1 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 2 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 3 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 4 of 4) ure 2.5-572 ERCW Pipeline Section B-B ure 2.5-573 (Please see Figures DVD for Actual Figure) ure 2.5-574 ERCW Pipeline Section D-D ure 2.5-575 ERCW Pipeline Section E-E ure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) ure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) ure 2.5-577 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) ure 2.5-578 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) | |||
List of Figures | |||
tion Title ure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Please See Figures DVD For Actual Figure) ure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 ure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 ure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan ure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure) ure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections ure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly ure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building ure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building ure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Mini-mum Settlement -Auxiliary Building Settlement Station 20 (1973-1982) | |||
(Please see Figures DVD for Actual Figure) ure 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) ure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 ure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 ure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table ure 2.5-593 Water Table Profiles ure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-598 Summary of Earthfill Test Data - Density ure 2.5-599 Summary Of Earthfill Test Data -Moisture Content ure 2.5-600 Summary Of Earthfill Test Data -Density ure 2.5-601 Summary Of Earthfill Test Data -Moisture Content ure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Please See Figures DVD For Actual Figure) ure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 of Figures 2-xvii | |||
tion Title (Please See Figures DVD For Actual Figure) ure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Please See Figures DVD For Actual Figure) ure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Please See Figures DVD For Actual Figure) ure 2.5-606 Summary of Fill Test Data -Density ure 2.5-607 Summary of Earthfill Test Data - Moisture Content ure 2.5-608 Summary of Earthfill Test Data -Density ure 2.5-609 Summary of Earthfill Test Data - Moisture Content ure 2.5-610 Summary of Granular Fill Test Data - Relative Density ii List of Figures | |||
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 2.5-479 | |||
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 2.5-480 | |||
WATTS BAR WBNP-33 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-481 | |||
WATTS BAR WBNP-33 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-482 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-50 | |||
[e5] | |||
Figure 2.5-185 Yard Soil Borings Location Plan SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-483 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-89 | |||
[e5] | |||
Figure 2.5-185a Yard Soil Borings Location Plan SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-484 | |||
WATTS BAR WBNP-89 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-485 | |||
WATTS BAR WBNP-89 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-486 | |||
WATTS BAR WBNP-89 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-487 | |||
WATTS BAR WBNP-89 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-488 | |||
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 2.5-489 | |||
WATTS BAR WBNP-63 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-490 | |||
WATTS BAR WBNP-63 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-491 | |||
WATTS BAR WBNP-63 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-492 | |||
WATTS BAR WBNP-63 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-493 | |||
WATTS BAR WBNP-63 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-494 | |||
WATTS BAR WBNP-63 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-495 | |||
WATTS BAR WBNP-63 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-496 | |||
WATTS BAR WBNP-24 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-497 | |||
WATTS BAR WBNP-24 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-498 | |||
WATTS BAR WBNP-24 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-499 | |||
WATTS BAR WBNP-24 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-500 | |||
WATTS BAR WBNP-24 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-501 | |||
WATTS BAR WBNP-24 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-502 | |||
WATTS BAR WBNP-24 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-503 | |||
WATTS BAR WBNP-24 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-504 | |||
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 2.5-505 | |||
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 2.5-506 | |||
WATTS BAR WBNP-71 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-507 | |||
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 2.5-508 | |||
WATTS BAR WBNP-71 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-509 | |||
WATTS BAR WBNP-71 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-510 | |||
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 2.5-511 | |||
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 2.5-512 | |||
WATTS BAR WBNP-71 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-513 | |||
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 2.5-514 | |||
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 2.5-515 | |||
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 2.5-516 | |||
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 2.5-517 | |||
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 2.5-518 | |||
WATTS BAR WBNP-50 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-519 | |||
WATTS BAR WBNP-89 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-520 | |||
WATTS BAR WBNP-89 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-521 | |||
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 2.5-522 | |||
WATTS BAR WBNP-89 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-523 | |||
WATTS BAR WBNP-89 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-524 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-89 | |||
[e5] | |||
Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-525 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-89 | |||
[e5] | |||
Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-526 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-89 | |||
[e5] | |||
Figure 2.5-226a Excavation and Backfill Category I Structures SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-527 | |||
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 2.5-528 | |||
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 2.5-529 | |||
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 2.5-530 | |||
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 2.5-531 | |||
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 2.5-532 | |||
WATTS BAR WBNP-89 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-533 | |||
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 2.5-534 | |||
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 2.5-535 | |||
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 2.5-536 | |||
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 2.5-537 | |||
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 2.5-538 | |||
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 2.5-539 | |||
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 2.5-540 | |||
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 2.5-541 | |||
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 2.5-542 | |||
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 2.5-543 | |||
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 2.5-544 | |||
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 2.5-545 | |||
WATTS BAR WBNP-63 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-546 | |||
WATTS BAR WBNP-63 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-547 | |||
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 2.5-548 | |||
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 2.5-549 | |||
WATTS BAR WBNP-63 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-550 | |||
WATTS BAR WBNP-63 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-551 | |||
WATTS BAR WBNP-28 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-552 | |||
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 2.5-553 | |||
WATTS BAR WBNP-28 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-554 | |||
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 2.5-555 | |||
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 2.5-556 | |||
WATTS BAR WBNP-71 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-557 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples WBNP-24 2.5-558 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-24 2.5-559 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-24 2.5-560 | |||
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 2.5-561 | |||
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 2.5-562 | |||
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 2.5-563 | |||
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 2.5-564 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture WBNP-24 2.5-565 | |||
WATTS BAR WBNP-44 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-566 | |||
WATTS BAR WBNP-28 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-567 | |||
WATTS BAR WBNP-28 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-568 | |||
WATTS BAR WBNP-28 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-569 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 WBNP-28 2.5-570 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 WBNP-28 2.5-571 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 WBNP-28 2.5-572 | |||
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 WBNP-28 2.5-573 | |||
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 2.5-574 | |||
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 2.5-575 | |||
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 2.5-576 | |||
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 2.5-577 | |||
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 2.5-578 | |||
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 2.5-579 | |||
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 2.5-580 | |||
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 2.5-581 | |||
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 2.5-582 | |||
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 2.5-583 | |||
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 2.5-584 | |||
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 2.5-585 | |||
WATTS BAR WBNP-44 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-586 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-50 | |||
[e5] | |||
SECURITY SENSITIVE Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-587 | |||
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 2.5-588 | |||
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 2.5-589 | |||
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 2.5-590 | |||
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 2.5-591 | |||
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 2.5-592 | |||
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 2.5-593 | |||
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 2.5-594 | |||
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 2.5-595 | |||
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 2.5-596 | |||
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 2.5-597 | |||
WATTS BAR WBNP-50 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-598 | |||
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-599 | |||
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-600 | |||
WATTS BAR WBNP-50 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-601 | |||
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-602 | |||
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-603 | |||
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-604 | |||
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-605 | |||
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-606 | |||
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-607 | |||
WATTS BAR WBNP-50 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-608 | |||
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-609 | |||
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-610 | |||
WATTS BAR WBNP-50 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-611 | |||
WATTS BAR WBNP-50 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-612 | |||
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-613 | |||
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-614 | |||
WATTS BAR WBNP-50 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-615 | |||
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-616 | |||
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-617 | |||
WATTS BAR WBNP-50 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-618 | |||
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-619 | |||
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-620 | |||
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-621 | |||
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-622 | |||
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-623 | |||
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-624 | |||
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-625 | |||
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-626 | |||
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-627 | |||
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-628 | |||
WATTS BAR WBNP-50 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-629 | |||
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-630 | |||
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-631 | |||
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-632 | |||
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-633 | |||
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-634 | |||
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-635 | |||
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-636 | |||
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-637 | |||
WATTS BAR WBNP-50 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-638 | |||
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-639 | |||
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-640 | |||
WATTS BAR WBNP-63 Figure 2.5-308 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-641 | |||
WATTS BAR WBNP-50 Figure 2.5-308 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-642 | |||
WATTS BAR WBNP-50 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-643 | |||
WATTS BAR WBNP-50 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-644 | |||
WATTS BAR WBNP-50 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-645 | |||
WATTS BAR WBNP-50 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-646 | |||
WATTS BAR WBNP-50 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-647 | |||
WATTS BAR WBNP-50 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-648 | |||
WATTS BAR WBNP-50 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-649 | |||
WATTS BAR WBNP-50 Figure 2.5-316 Soil Profile (Sheet 1 of 1) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-650 | |||
WATTS BAR WBNP-50 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-651 | |||
WATTS BAR WBNP-50 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-652 | |||
WATTS BAR WBNP-50 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-653 | |||
WATTS BAR WBNP-50 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-654 | |||
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-655 | |||
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-656 | |||
WATTS BAR WBNP-50 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-657 | |||
WATTS BAR WBNP-50 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-658 | |||
WATTS BAR WBNP-50 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-659 | |||
WATTS BAR WBNP-50 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-660 | |||
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-661 | |||
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-662 | |||
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-663 | |||
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-664 | |||
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-665 | |||
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-666 | |||
WATTS BAR WBNP-50 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-667 | |||
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-668 | |||
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-669 | |||
WATTS BAR WBNP-63 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-670 | |||
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-671 | |||
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-672 | |||
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 1of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-673 | |||
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 2of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-674 | |||
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-675 | |||
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-676 | |||
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-677 | |||
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-678 | |||
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 1 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-679 | |||
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 2 of 2) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-680 | |||
WATTS BAR WBNP-50 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-681 | |||
WATTS BAR WBNP-50 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-682 | |||
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 2.5-683 | |||
WATTS BAR WBNP-50 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-684 | |||
WATTS BAR WBNP-50 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-685 | |||
WATTS BAR WBNP-50 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-686 | |||
WATTS BAR WBNP-50 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-687 | |||
WATTS BAR WBNP-50 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-688 | |||
WATTS BAR WBNP-50 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-689 | |||
WATTS BAR WBNP-50 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-690 | |||
WATTS BAR WBNP-50 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-691 | |||
WATTS BAR WBNP-50 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-692 | |||
WATTS BAR WBNP-50 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-693 | |||
WATTS BAR WBNP-50 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-694 | |||
WATTS BAR WBNP-50 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-695 | |||
WATTS BAR WBNP-50 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-696 | |||
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 2.5-697 | |||
WATTS BAR WBNP-50 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-698 | |||
WATTS BAR WBNP-50 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-699 | |||
WATTS BAR WBNP-50 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-700 | |||
WATTS BAR WBNP-50 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-701 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-63 | |||
[e5] | |||
Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures SECURITY SENSITIVE | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-702 | |||
WATTS BAR WBNP-50 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-703 | |||
WATTS BAR WBNP-50 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-704 | |||
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 2.5-921 | |||
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 2.5-922 | |||
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 2.5-923 | |||
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 2.5-924 | |||
WATTS BAR WBNP-50 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-925 | |||
WATTS BAR WBNP-50 Figure 2.5-573 (Please see Figures DVD for Actual Figure) | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-926 | |||
WATTS BAR WBNP-50 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-927 | |||
WATTS BAR WBNP-50 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-928 | |||
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 2.5-929 | |||
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 2.5-930 | |||
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 2.5-931 | |||
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 2.5-932 | |||
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 2.5-933 | |||
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 2.5-934 | |||
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 2.5-935 | |||
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 2.5-936 | |||
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 2.5-937 | |||
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 2.5-938 | |||
WATTS BAR WBNP-50 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-939 | |||
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 2.5-940 | |||
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 2.5-941 | |||
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 2.5-942 | |||
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 2.5-943 | |||
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 2.5-944 | |||
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 2.5-945 | |||
Security Information Withheld under 10CFR 2.390(d)(1) | |||
WATTS BAR WBNP-50 | |||
[e5] | |||
SECURITY SENSITIVE Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table | |||
[s5] | |||
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-946 | |||
WATTS BAR WBNP-50 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-947 | |||
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 2.5-948 | |||
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 2.5-949 | |||
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 2.5-950 | |||
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 2.5-951 | |||
WATTS BAR WBNP-59 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-952 | |||
WATTS BAR WBNP-59 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-953 | |||
WATTS BAR WBNP-59 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-954 | |||
WATTS BAR WBNP-59 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-955 | |||
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 2.5-956 | |||
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 2.5-957 | |||
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 2.5-958 | |||
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 2.5-959 | |||
WATTS BAR WBNP-59 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-960 | |||
WATTS BAR WBNP-59 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-961 | |||
WATTS BAR WBNP-63 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-962 | |||
WATTS BAR WBNP-63 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING | |||
==SUMMARY== | |||
OF FOUNDATION CONDITIONS 2.5-963 | |||
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 2.5-964}} |
Latest revision as of 10:21, 14 November 2019
ML090340700 | |
Person / Time | |
---|---|
Site: | Watts Bar ![]() |
Issue date: | 12/18/2008 |
From: | Tennessee Valley Authority |
To: | Office of Nuclear Reactor Regulation |
References | |
Download: ML090340700 (510) | |
Text
e Amendment Page Amendment i WBNP-76 2.5-510 WBNP-89 WBNP-91 2.5-511 WBNP-89 469 WBNP-33 2.5-512 WBNP-89 470 WBNP-33 2.5-513 WBNP-89 471 WBNP-33 2.5-514 WBNP-89 472 WBNP-33 2.5-515 WBNP-89 473 WBNP-50 2.5-516 WBNP-89 474 WBNP-89 2.5-517 WBNP-89 475 WBNP-89 2.5-518 WBNP-89 476 WBNP-89 2.5-519 WBNP-89 477 WBNP-89 2.5-520 WBNP-89 478 WBNP-89 2.5-521 WBNP-89 479 WBNP-63 2.5-522 WBNP-89 480 WBNP-63 2.5-523 WBNP-89 481 WBNP-63 2.5-524 WBNP-89 482 WBNP-63 2.5-525 WBNP-63 483 WBNP-63 2.5-526 WBNP-63 484 WBNP-63 2.5-527 WBNP-63 485 WBNP-63 2.5-528 WBNP-63 486 WBNP-63 2.5-529 WBNP-63 487 WBNP-24 2.5-530 WBNP-63 488 WBNP-24 2.5-531 WBNP-63 489 WBNP-24 2.5-532 WBNP-63 490 WBNP-24 2.5-533 WBNP-63 491 WBNP-24 2.5-534 WBNP-63 492 WBNP-24 2.5-535 WBNP-63 493 WBNP-24 2.5-536 WBNP-63 494 WBNP-24 2.5-537 WBNP-63 495 WBNP-24 2.5-538 WBNP-63 496 WBNP-71 2.5-539 WBNP-63 497 WBNP-71 2.5-540 WBNP-63 498 WBNP-71 2.5-541 WBNP-63 499 WBNP-71 2.5-542 WBNP-28 500 WBNP-71 2.5-543 WBNP-28 501 WBNP-71 2.5-544 WBNP-28 502 WBNP-71 2.5-545 WBNP-24 503 WBNP-71 2.5-546 WBNP-24 504 WBNP-71 2.5-547 WBNP-71 505 WBNP-71 2.5-548 WBNP-24 506 WBNP-71 2.5-549 WBNP-24 507 WBNP-71 2.5-550 WBNP-24 508 WBNP-71 2.5-551 WBNP-24 509 WBNP-50 2.5-552 WBNP-24 of Effective Pages LEP-i
e Amendment Page Amendment 553 WBNP-24 2.5-596 WBNP-50 554 WBNP-24 2.5-597 WBNP-50 555 WBNP-24 2.5-598 WBNP-50 556 WBNP-44 2.5-599 WBNP-50 557 WBNP-28 2.5-600 WBNP-50 558 WBNP-28 2.5-601 WBNP-50 559 WBNP-28 2.5-602 WBNP-50 560 WBNP-28 2.5-603 WBNP-50 561 WBNP-28 2.5-604 WBNP-50 562 WBNP-28 2.5-605 WBNP-50 563 WBNP-28 2.5-606 WBNP-50 564 WBNP-44 2.5-607 WBNP-50 565 WBNP-44 2.5-608 WBNP-50 566 WBNP-44 2.5-609 WBNP-50 567 WBNP-44 2.5-610 WBNP-50 568 WBNP-44 2.5-611 WBNP-50 569 WBNP-44 2.5-612 WBNP-50 570 WBNP-44 2.5-613 WBNP-50 571 WBNP-44 2.5-614 WBNP-50 572 WBNP-62 2.5-615 WBNP-50 573 WBNP-44 2.5-616 WBNP-50 574 WBNP-44 2.5-617 WBNP-50 575 WBNP-44 2.5-618 WBNP-50 576 WBNP-44 2.5-619 WBNP-50 577 WBNP-50 2.5-620 WBNP-50 578 WBNP-49 2.5-621 WBNP-50 579 WBNP-49 2.5-622 WBNP-50 580 WBNP-49 2.5-623 WBNP-50 581 WBNP-49 2.5-624 WBNP-50 582 WBNP-49 2.5-625 WBNP-50 583 WBNP-49 2.5-626 WBNP-50 584 WBNP-49 2.5-627 WBNP-50 585 WBNP-50 2.5-628 WBNP-50 586 WBNP-50 2.5-629 WBNP-50 587 WBNP-50 2.5-630 WBNP-50 588 WBNP-50 2.5-631 WBNP-63 589 WBNP-50 2.5-632 WBNP-50 590 WBNP-50 2.5-633 WBNP-50 591 WBNP-50 2.5-634 WBNP-50 592 WBNP-50 2.5-635 WBNP-50 593 WBNP-50 2.5-636 WBNP-50 594 WBNP-50 2.5-637 WBNP-50 595 WBNP-50 2.5-638 WBNP-50 ii List of Effective Pages
e Amendment Page Amendment 639 WBNP-50 2.5-682 WBNP-50 640 WBNP-50 2.5-683 WBNP-50 641 WBNP-50 2.5-684 WBNP-50 642 WBNP-50 2.5-685 WBNP-50 643 WBNP-50 2.5-686 WBNP-50 644 WBNP-50 2.5-687 WBNP-50 645 WBNP-50 2.5-688 WBNP-50 646 WBNP-50 2.5-689 WBNP-50 647 WBNP-50 2.5-690 WBNP-50 648 WBNP-50 2.5-691 WBNP-50 649 WBNP-50 2.5-692 WBNP-63 650 WBNP-50 2.5-693 WBNP-50 651 WBNP-50 2.5-694 WBNP-50 652 WBNP-50 2.5-695 WBNP-50 653 WBNP-50 2.5-696 WBNP-50 654 WBNP-50 2.5-697 WBNP-50 655 WBNP-50 2.5-698 WBNP-50 656 WBNP-50 2.5-699 WBNP-50 657 WBNP-50 2.5-700 WBNP-50 658 WBNP-50 2.5-701 WBNP-50 659 WBNP-50 2.5-702 WBNP-50 660 WBNP-63 2.5-703 WBNP-50 661 WBNP-50 2.5-704 WBNP-50 662 WBNP-50 2.5-705 WBNP-50 663 WBNP-50 2.5-706 WBNP-50 664 WBNP-50 2.5-707 WBNP-50 665 WBNP-50 2.5-708 WBNP-50 666 WBNP-50 2.5-709 WBNP-50 667 WBNP-50 2.5-710 WBNP-50 668 WBNP-50 2.5-711 WBNP-50 669 WBNP-50 2.5-712 WBNP-50 670 WBNP-50 2.5-713 WBNP-50 671 WBNP-50 2.5-714 WBNP-50 672 WBNP-50 2.5-715 WBNP-50 673 WBNP-50 2.5-716 WBNP-50 674 WBNP-50 2.5-717 WBNP-50 675 WBNP-50 2.5-718 WBNP-50 676 WBNP-50 2.5-719 WBNP-50 677 WBNP-50 2.5-720 WBNP-50 678 WBNP-50 2.5-721 WBNP-50 679 WBNP-50 2.5-722 WBNP-50 680 WBNP-50 2.5-723 WBNP-50 681 WBNP-50 2.5-724 WBNP-50 of Effective Pages LEP-iii
e Amendment Page Amendment 725 WBNP-50 2.5-768 WBNP-50 726 WBNP-50 2.5-769 WBNP-50 727 WBNP-50 2.5-770 WBNP-50 728 WBNP-50 2.5-771 WBNP-50 729 WBNP-50 2.5-772 WBNP-50 730 WBNP-50 2.5-773 WBNP-50 731 WBNP-50 2.5-774 WBNP-50 732 WBNP-50 2.5-775 WBNP-50 733 WBNP-50 2.5-776 WBNP-50 734 WBNP-50 2.5-777 WBNP-50 735 WBNP-50 2.5-778 WBNP-50 736 WBNP-62 2.5-779 WBNP-50 737 WBNP-62 2.5-780 WBNP-50 738 WBNP-62 2.5-781 WBNP-50 739 WBNP-50 2.5-782 WBNP-50 740 WBNP-50 2.5-783 WBNP-50 741 WBNP-50 2.5-784 WBNP-50 742 WBNP-50 2.5-785 WBNP-50 743 WBNP-50 2.5-786 WBNP-50 744 WBNP-50 2.5-787 WBNP-50 745 WBNP-50 2.5-788 WBNP-50 746 WBNP-50 2.5-789 WBNP-50 747 WBNP-50 2.5-790 WBNP-50 748 WBNP-50 2.5-791 WBNP-50 749 WBNP-50 2.5-792 WBNP-50 750 WBNP-50 2.5-793 WBNP-50 751 WBNP-50 2.5-794 WBNP-50 752 WBNP-50 2.5-795 WBNP-50 753 WBNP-50 2.5-796 WBNP-50 754 WBNP-50 2.5-797 WBNP-50 755 WBNP-50 2.5-798 WBNP-50 756 WBNP-50 2.5-799 WBNP-50 757 WBNP-50 2.5-800 WBNP-50 758 WBNP-50 2.5-801 WBNP-50 759 WBNP-50 2.5-802 WBNP-50 760 WBNP-50 2.5-803 WBNP-50 761 WBNP-50 2.5-804 WBNP-50 762 WBNP-50 2.5-805 WBNP-50 763 WBNP-50 2.5-806 WBNP-50 764 WBNP-50 2.5-807 WBNP-50 765 WBNP-50 2.5-808 WBNP-50 766 WBNP-50 2.5-809 WBNP-50 767 WBNP-50 2.5-810 WBNP-50 iv List of Effective Pages
e Amendment Page Amendment 811 WBNP-50 2.5-854 WBNP-50 812 WBNP-50 2.5-855 WBNP-50 813 WBNP-50 2.5-856 WBNP-50 814 WBNP-50 2.5-857 WBNP-50 815 WBNP-50 2.5-858 WBNP-50 816 WBNP-50 2.5-859 WBNP-50 817 WBNP-50 2.5-860 WBNP-50 818 WBNP-50 2.5-861 WBNP-50 819 WBNP-50 2.5-862 WBNP-50 820 WBNP-50 2.5-863 WBNP-50 821 WBNP-50 2.5-864 WBNP-50 822 WBNP-50 2.5-865 WBNP-50 823 WBNP-50 2.5-866 WBNP-50 824 WBNP-50 2.5-867 WBNP-50 825 WBNP-50 2.5-868 WBNP-50 826 WBNP-50 2.5-869 WBNP-50 827 WBNP-50 2.5-870 WBNP-50 828 WBNP-50 2.5-871 WBNP-50 829 WBNP-50 2.5-872 WBNP-50 830 WBNP-50 2.5-873 WBNP-50 831 WBNP-50 2.5-874 WBNP-50 832 WBNP-50 2.5-875 WBNP-50 833 WBNP-50 2.5-876 WBNP-50 834 WBNP-50 2.5-877 WBNP-50 835 WBNP-50 2.5-878 WBNP-50 836 WBNP-50 2.5-879 WBNP-50 837 WBNP-50 2.5-880 WBNP-50 838 WBNP-50 2.5-881 WBNP-50 839 WBNP-50 2.5-882 WBNP-50 840 WBNP-50 2.5-883 WBNP-50 841 WBNP-50 2.5-884 WBNP-50 842 WBNP-50 2.5-885 WBNP-50 843 WBNP-50 2.5-886 WBNP-50 844 WBNP-50 2.5-887 WBNP-50 845 WBNP-50 2.5-888 WBNP-50 846 WBNP-50 2.5-889 WBNP-50 847 WBNP-50 2.5-890 WBNP-50 848 WBNP-50 2.5-891 WBNP-50 849 WBNP-50 2.5-892 WBNP-50 850 WBNP-50 2.5-893 WBNP-50 851 WBNP-50 2.5-894 WBNP-50 852 WBNP-50 2.5-895 WBNP-50 853 WBNP-50 2.5-896 WBNP-50 of Effective Pages LEP-v
e Amendment Page Amendment 897 WBNP-50 2.5-926 WBNP-50 898 WBNP-50 2.5-927 WBNP-50 899 WBNP-50 2.5-928 WBNP-59 900 WBNP-50 2.5-929 WBNP-50 901 WBNP-50 2.5-930 WBNP-50 902 WBNP-50 2.5-931 WBNP-50 903 WBNP-50 2.5-932 WBNP-50 904 WBNP-50 2.5-933 WBNP-50 905 WBNP-50 2.5-934 WBNP-50 906 WBNP-63 2.5-935 WBNP-50 907 WBNP-50 2.5-936 WBNP-50 908 WBNP-50 2.5-937 WBNP-50 909 WBNP-50 2.5-938 WBNP-50 910 WBNP-50 2.5-939 WBNP-50 911 WBNP-50 2.5-940 WBNP-50 912 WBNP-50 2.5-941 WBNP-50 913 WBNP-50 2.5-942 WBNP-59 914 WBNP-50 2.5-943 WBNP-59 915 WBNP-50 2.5-944 WBNP-59 916 WBNP-50 2.5-945 WBNP-59 917 WBNP-50 2.5-946 WBNP-59 918 WBNP-50 2.5-947 WBNP-59 919 WBNP-50 2.5-949 WBNP-59 920 WBNP-50 2.5-950 WBNP-59 921 WBNP-50 2.5-951 WBNP-59 922 WBNP-50 2.5-952 WBNP-63 923 WBNP-50 2.5-953 WBNP-63 924 WBNP-50 2.5-954 WBNP-59 925 WBNP-59 vi List of Effective Pages
tion Title Page e of Contents 2-i
tion Title Page Table of Contents
tion Title of Tables 2-iii
tion Title List of Tables
tion Title ure 2.5-181 Index Map -Earthquakes 6.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West ure 2.5-182 Earthquakes Listing 6.3 Richter Or Greater Latitude 30-37 Longitude 78-92 West ure 2.5-183 Earthquake Listing List of References ure 2.5-184 Earthquake Listing Notes ure 2.5-185 Yard Soil Borings Location Plan ure 2.5-185a Yard Soil Borings Location Plan ure 2.5-186 Transformer Yard & Switchyard Soil Investigation ure 2.5-187 Cooling Towers Soil Investigation ure 2.5-188 Pumping Station Foundation Investigation ure 2.5-189 Office & Service Building Foundation Investigation ure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation ure 2.5-191 Essential Cooling Water Supply Soil Investigation ure 2.5-192 Intake Channel, Section DD Foundation Investigation ure 2.5-193 Intake Channel, Section EE Foundation Investigation ure 2.5-194 Intake Channel, Section CC Foundation Investigation ure 2.5-195 Intake Channel, Section FF Foundation Investigation ure 2.5-196 Class IE Conduits Soil Investigation ure 2.5-197 Class IE Conduits Soil Investigation ure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems ure 2.5-203 Intake Channel Trench ure 2.5-204 Intake Channel Test 1 ure 2.5-205 Intake Channel Strength Evaluation Test 2 ure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undis-turbed) Samples.
ure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated -
Undrained) Silt and Clay Samples Natural Moisture Content ure 2.5-208 Class IE Conduit Alignment S-Direct Shear ure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone ure 2.5-210 Location of Test Holes ure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests ure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger ure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flex-ible Circular Footing 10, 50, 100, and 200 Ft. in Diameter ure 2.5-214 Eia For Holes Tested With Menard Pressuremeter ure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF ure 2.5-216 Correlation Used To Estimate Average Moduli For Holes Where De-tailed Calculations Were Not Made.
of Figures 2-v
tion Title ure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings ure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Cal-culations ure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16) ure 2.5-220 Yard Soil Investigations Borrow Soils ure 2.5-221 Yard Soil Investigations Borrow Soils ure 2.5-221a Yard Soil Investigations Borrow Soils ure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure) ure 2.5-223 Additional Borrow Exploration ure 2.5-224 Additional Borrow Area 4 ure 2.5-225 Main Plant Excavation & Backfill Category I Structures ure 2.5-226 Main Plant Excavation & Backfill Category I Structures ure 2.5-226a Excavation and Backfill Category I Structures ure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section ure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S ure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S ure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S ure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S ure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel ure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refrac-tion Measurement ure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain ure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain ure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain ure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain ure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain ure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain ure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain ure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain ure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain ure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain ure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain ure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test ure 2.5-235 Compaction Test Borrow Areas (Family Of Curves) ure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Struc-tures ure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Struc-tures ure 2.5-237 Intake Channel Seismic Stability Analysis ure 2.5-238 Static Design Case 2 ure 2.5-239 Intake Channel-Lateral Excavation & Replacement ure 2.5-240 Wedge Used To Determine Horizontal Displacement of The Intake Channel By Newmark's Method List of Figures
tion Title ure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples) ure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples ure 2.5-243 Deleted by Amendment 71 ure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples ure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples ure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples ure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Sam-ples) Silty Sands ure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays ure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands ure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays ure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture ure 2.5-252 Site Studies Intake Channel Additional Soils Investigation ure 2.5-253 Intake Channel Additional Soil Investigation Section AA ure 2.5-254 Intake Channel Additional Soil Investigation Section BB ure 2.5-255 Intake Channel Additional Soil Investigation Section CC ure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 ure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 ure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reser-voir End with Rockfill Placed at 665 ure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 ure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 ure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 ure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 ure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 ure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 ure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 ure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 ure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 ure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring) ure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 ure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 of Figures 2-vii
tion Title ure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 ure 2.5-272 Moisture - Penetration Test - Borrow Area 7 ure 2.5-273 Yard Category I ERCW Piping and Conduits Plan ure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks ure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks ure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) IE Conduit Banks Sheet 1 of 2 ure 2.5-276 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks Sheet 2 of 2 ure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks ure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2) ure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2) ure 2.5-282 Soil Profile ure 2.5-283 Soil Profile (Sheet 1 of 2) ure 2.5-283 Soil Profile (Sheet 2 of 2) ure 2.5-284 Soil Profile ure 2.5-285 Soil Profile (Sheet 1 of 2) ure 2.5-285 Soil Profile (Sheet 2 of 2) ure 2.5-286 Soil Profile (Sheet 1 of 2) ure 2.5-286 Soil Profile (Sheet 2 of 2) ure 2.5-287 Soil Profile (Sheet 1 of 2) ure 2.5-287 Soil Profile (Sheet 2 of 2) ure 2.5-288 Soil Profile ure 2.5-289 Soil Profile (Sheet 1 of 2) ure 2.5-289 Soil Profile (Sheet 2 of 2) ure 2.5-290 Soil Profile ure 2.5-291 Soil Profile ure 2.5-292 Soil Profile (Sheet 1 of 2) ure 2.5-292 Soil Profile (Sheet 2 of 2 ure 2.5-293 Soil Profile ure 2.5-294 Soil Profile (Sheet 1 of 2) ure 2.5-294 Soil Profile (Sheet 2 of 2) ure 2.5-295 Soil Profile ure 2.5-296 Soil Profile (Sheet 1 of 2) ure 2.5-296 Soil Profile (Sheet 2 of 2) ure 2.5-297 Soil Profile (Sheet 1 of 2) ure 2.5-297 Soil Profile (Sheet 2 of 2) ure 2.5-298 Soil Profile (Sheet 1 of 2) ure 2.5-298 Soil Profile (Sheet 2 of 2) ure 2.5-299 Soil Profile (Sheet 1 of 2) ure 2.5-299 Soil Profile (Sheet 2 of 2) ure 2.5-300 Soil Profile (Sheet 1 of 2) ure 2.5-300 Soil Profile (Sheet 2 of 2)
List of Figures
tion Title ure 2.5-301 Soil Profile ure 2.5-302 Soil Profile (Sheet 1 of 2) ure 2.5-302 Soil Profile (Sheet 2 of 2) ure 2.5-303 Soil Profile (Sheet 1 of 2) ure 2.5-303 Soil Profile (Sheet 2 of 2) ure 2.5-304 Soil Profile (Sheet 1 of 2) ure 2.5-304 Soil Profile (Sheet 2 of 2) ure 2.5-305 Soil Profile (Sheet 1 of 2) ure 2.5-305 Soil Profile (Sheet 2 of 2) ure 2.5-306 Soil Profile ure 2.5-307 Soil Profile (Sheet 1 of 2) ure 2.5-307 Soil Profile (Sheet 2 of 2) ure 2.5-308 Soil Profile (Sheet 1 of 2) ure 2.5-308 Soil Profile (Sheet 2 of 2) ure 2.5-309 Soil Profile ure 2.5-310 Soil Profile ure 2.5-311 Soil Profile ure 2.5-312 Soil Profile ure 2.5-313 Soil Profile ure 2.5-314 Soil Profile ure 2.5-315 Soil Profile ure 2.5-316 Soil Profile (Sheet 1 of 1) ure 2.5-317 Soil Profile ure 2.5-318 Soil Profile ure 2.5-319 Soil Profile ure 2.5-320 Soil Profile ure 2.5-321 Soil Profile (Sheet 1 of 2) ure 2.5-321 Soil Profile (Sheet 2 of 2) ure 2.5-322 Soil Profile ure 2.5-323 Soil Profile ure 2.5-324 Soil Profile ure 2.5-325 Soil Profile ure 2.5-326 Soil Profile (Sheet 1 of 2) ure 2.5-326 Soil Profile (Sheet 2 of 2) ure 2.5-327 Soil Profile (Sheet 1 of 2) ure 2.5-327 Soil Profile (Sheet 2 of 2) ure 2.5-328 Soil Profile (Sheet 1 of 2) ure 2.5-328 Soil Profile (Sheet 2 of 2) ure 2.5-329 Soil Profile ure 2.5-330 Soil Profile (Sheet 1 of 2) ure 2.5-330 Soil Profile (Sheet 2 of 2) ure 2.5-331 Blank Page ure 2.5-332 Soil Profile (Sheet 1 of 2) ure 2.5-332 Soil Profile (Sheet 2 of 2) of Figures 2-ix
tion Title ure 2.5-333 Soil Profile (Sheet 1of 2) ure 2.5-333 Soil Profile (Sheet 2of 2) ure 2.5-334 Soil Profile (Sheet 1 of 2) ure 2.5-334 Soil Profile (Sheet 2 of 2) ure 2.5-335 Soil Profile (Sheet 1 of 2) ure 2.5-335 Soil Profile (Sheet 2 of 2) ure 2.5-336 Soil Profile (Sheet 1 of 2) ure 2.5-336 Soil Profile (Sheet 2 of 2) ure 2.5-337 Soil Profile ure 2.5-338 Soil Profile ure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 ure 2.5-340 ERCW Liquefaction ure 2.5-341 ERCW Liquefaction ure 2.5-342 Liquefaction ure 2.5-343 Liquefaction ure 2.5-344 Liquefaction ure 2.5-345 Liquefaction ure 2.5-346 Liquefaction ure 2.5-347 Liquefaction ure 2.5-348 Liquefaction ure 2.5-349 Liquefaction ure 2.5-350 Liquefaction ure 2.5-351 Liquefaction ure 2.5-352 Liquefaction ure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils ure 2.5-354 Liquefaction Study ERCW Pipeline ure 2.5-355 Liquefaction Study ERCW Pipeline ure 2.5-356 Liquefaction Study ERCW Pipeline ure 2.5-357 Liquefaction Study ERCW Pipeline ure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures ure 2.5-359 Category I Soil Supported Structures Soil Investigation ure 2.5-360 Category I Soil Supported Structures Soil Investigation ure 2.5-361 Category I Soil Supported Structures Soil Investigation ure 2.5-362 Category I Soil Supported Structures Soil Investigation ure 2.5-363 Category I Soil Supported Structures Soil Investigation ure 2.5-364 Category I Soil Supported Structures Soil Investigation ure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel ure 2.5-366 Soil Supported Structures ure 2.5-367 Soil Supported Structures ure 2.5-368 Soil Supported Structures ure 2.5-369 Soil Supported Structures ure 2.5-370 Soil Supported Structures List of Figures
tion Title ure 2.5-371 Soil Supported Structures ure 2.5-372 Gravel Boring No. 125 ure 2.5-373 Gravel Boring No. 129 ure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Un-consolidated - Undrained)
Test Fine Grained Soils (Undisturbed Samples) ure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total)
- ( Consolidated - Undrained)
Test Fine Grained Soils (Undisturbed Samples) ure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effec-tive) -
(Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Sam-ples) ure 2.5-377 Soil Profile ure 2.5-378 Soil Profile ure 2.5-379 Soil Profile ure 2.5-380 Soil Profile ure 2.5-381 Soil Profile ure 2.5-382 Soil Profile ure 2.5-383 Soil Profile (Sheet 1 of 2) ure 2.5-383 Soil Profile (Sheet 2 of 2) ure 2.5-384 Soil Profile (Sheet 1 of 2) ure 2.5-384 Soil Profile (Sheet 2 of 2) ure 2.5-385 Soil Profile ure 2.5-386 Soil Profile ure 2.5-387 Soil Profile ure 2.5-388 Soil Profile ure 2.5-389 Soil Profile ure 2.5-390 Soil Profile ure 2.5-391a Soil Profile ure 2.5-392 Soil Profile ure 2.5-393 Soil Profile ure 2.5-394 Soil Profile ure 2.5-395 Soil Profile ure 2.5-396 Soil Profile ure 2.5-397 Soil Profile ure 2.5-398 Soil Profile ure 2.5-399 Soil Profile ure 2.5-400 Soil Profile ure 2.5-401 Soil Profile of Figures 2-xi
tion Title ure 2.5-402 Soil Profile ure 2.5-403 Soil Profile ure 2.5-404 Soil Profile ure 2.5-405 Soil Profile ure 2.5-406 Soil Profile ure 2.5-407 Soil Profile ure 2.5-408 Soil Profile ure 2.5-409 Soil Profile ure 2.5-410 Soil Profile ure 2.5-411 Soil Profile ure 2.5-412 Soil Profile ure 2.5-413 Soil Profile ure 2.5-414 Soil Profile ure 2.5-415 Soil Profile ure 2.5-416 Soil Profile ure 2.5-417 Soil Profile ure 2.5-418 Soil Profile ure 2.5-419 Soil Profile ure 2.5-420 Soil Profile ure 2.5-421 Soil Profile ure 2.5-422 Soil Profile ure 2.5-423 Soil Profile ure 2.5-424 Soil Profile ure 2.5-425 Soil Profile ure 2.5-426 Soil Profile ure 2.5-427 Soil Profile ure 2.5-428 Soil Profile ure 2.5-429 Soil Profile ure 2.5-430 Soil Profile ure 2.5-431 Soil Profile ure 2.5-432 Soil Profile ure 2.5-433 Soil Profile ure 2.5-434 Soil Profile ure 2.5-435 Soil Profile ure 2.5-436 Soil Profile ure 2.5-437 Soil Profile ure 2.5-438 Soil Profile ure 2.5-439 Soil Profile ure 2.5-440 Soil Profile ure 2.5-441 Soil Profile ure 2.5-442 Soil Profile ure 2.5-443 Soil Profile ure 2.5-444 Soil Profile ure 2.5-445 Soil Profile List of Figures
tion Title ure 2.5-446 Soil Profile ure 2.5-447 Soil Profile ure 2.5-448 Soil Profile ure 2.5-449 Soil Profile ure 2.5-450 Soil Profile ure 2.5-451 Soil Profile ure 2.5-452 Soil Profile ure 2.5-453 Soil Profile ure 2.5-454 Soil Profile ure 2.5-455 Soil Profile ure 2.5-456 Soil Profile ure 2.5-457 Soil Profile ure 2.5-458 Soil Profile ure 2.5-459 Soil Profile ure 2.5-460 Soil Profile ure 2.5-461 Soil Profile ure 2.5-462 Soil Profile ure 2.5-463 Soil Profile ure 2.5-464 Soil Profile ure 2.5-465 Soil Profile ure 2.5-466 Soil Profile ure 2.5-467 Soil Profile ure 2.5-468 Soil Profile ure 2.5-469 Soil Profile ure 2.5-470 Soil Profile ure 2.5-471 Soil Profile ure 2.5-472 Soil Profile ure 2.5-473 Soil Profile ure 2.5-474 Soil Profile ure 2.5-475 Soil Profile ure 2.5-476 Soil Profile ure 2.5-477 Soil Profile ure 2.5-478 Soil Profile ure 2.5-479 Soil Profile ure 2.5-480 Soil Profile ure 2.5-481 Soil Profile ure 2.5-482 Soil Profile ure 2.5-483 Soil Profile ure 2.5-484 Soil Profile ure 2.5-485 Soil Profile ure 2.5-486 Soil Profile ure 2.5-487 Soil Profile ure 2.5-488 Soil Profile ure 2.5-489 Soil Profile of Figures 2-xiii
tion Title ure 2.5-490 Soil Profile ure 2.5-491 Soil Profile ure 2.5-492 Soil Profile ure 2.5-493 Soil Profile ure 2.5-494 Soil Profile ure 2.5-495 Soil Profile ure 2.5-496 Soil Profile ure 2.5-497 Soil Profile ure 2.5-498 Soil Profile ure 2.5-499 Soil Profile ure 2.5-500 Soil Profile ure 2.5-501 Soil Profile ure 2.5-502 Soil Profile ure 2.5-503 Soil Profile ure 2.5-504 Soil Profile ure 2.5-505 Soil Profile ure 2.5-506 Soil Profile ure 2.5-507 Soil Profile ure 2.5-508 Soil Profile ure 2.5-509 Soil Profile ure 2.5-510 Soil Profile ure 2.5-511 Soil Profile ure 2.5-512 Soil Profile ure 2.5-513 Soil Profile ure 2.5-514 Soil Profile ure 2.5-515 Soil Profile ure 2.5-516 Soil Profile ure 2.5-517 Soil Profile ure 2.5-518 Soil Profile ure 2.5-519 Soil Profile ure 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 ure 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 ure 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 ure 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 ure 2.5-524 ERCW Liquefaction Trench A Borrow ure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow List of Figures
tion Title ure 2.5-526 ERCW Liquefaction Trench B ure 2.5-527 ERCW Liquefaction Borrow Area 9 ure 2.5-528 ERCW Liquefaction Borrow Area 10 ure 2.5-529 ERCW Liquefaction Borrow Area 11 ure 2.5-530 ERCW Liquefaction Borrow Area 12 ure 2.5-531 ERCW Liquefaction Borrow Area 13 ure 2.5-532 ERCW Liquefaction Borrow Area 2C ure 2.5-533 ERCW Liquefaction Borrow Area 2C ure 2.5-534 ERCW Liquefaction Trench A ure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow ure 2.5-536 ERCW Liquefaction Trench B ure 2.5-537 ERCW Liquefaction Borrow Area 9 ure 2.5-538 ERCW Liquefaction Borrow Area 10 ure 2.5-539 ERCW Liquefaction Borrow Area 11 ure 2.5-540 ERCW Liquefaction Borrow Area 12 ure 2.5-541 ERCW Liquefaction Borrow Area 13 ure 2.5-542 ERCW Liquefaction Borrow Area 2C ure 2.5-543 ERCW Liquefaction Borrow Area 2C ure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049) ure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Rel-ative Density (ASTM 02049) ure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated -
Undrained) 80% Relative Density (ASTM D2049) ure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049) ure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Genera-tor Building ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 1 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 2 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 3 of 4) ure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 4 of 4) ure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Fig-ure) ure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Fig-ure) ure 2.5-552 ERCW Pipeline Section D-D ure 2.5-553 ERCW Pipeline Section E-E ure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) of Figures 2-xv
tion Title ure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) ure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) ure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure) ure 2.5-557 Class IE Conduit ure 2.5-558 Class IE Conduit ure 2.5-559 Class IE Conduit ure 2.5-560 Class IE Conduit ure 2.5-561 Class IE Conduit ure 2.5-562 Class IE Conduit ure 2.5-563 Class IE Conduit ure 2.5-564 ERCU & HPFP System ure 2.5-565 ERCU & HPFP System ure 2.5-566 Intake Channel Grain Size Analysis ure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO ure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO ure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation ure 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 ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 1 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 2 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 3 of 4) ure 2.5-571 ERCW Pipeline Section A-A (Please See Figures DVD For Actual Figure)(Sheet 4 of 4) ure 2.5-572 ERCW Pipeline Section B-B ure 2.5-573 (Please see Figures DVD for Actual Figure) ure 2.5-574 ERCW Pipeline Section D-D ure 2.5-575 ERCW Pipeline Section E-E ure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) ure 2.5-576 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2) ure 2.5-577 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) ure 2.5-578 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure)
List of Figures
tion Title ure 2.5-579 Miscellaneous ERCW Piping and IE Conduit Soil Borings (Please See Figures DVD For Actual Figure) ure 2.5-580 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-1 R1 ure 2.5-581 Yard Underground Barriers for Potential Soil Liquefaction TVA DWGNO. 10N213-2 R6 ure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan ure 2.5-583 Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure) ure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections ure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly ure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building ure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building ure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; Mini-mum Settlement -Auxiliary Building Settlement Station 20 (1973-1982)
(Please see Figures DVD for Actual Figure) ure 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) ure 2.5-590 General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1 ure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 ure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table ure 2.5-593 Water Table Profiles ure 2.5-594 Yard Underground Barrier Trench A STA 1 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-595 Yard Underground Barrier Trench A STA 3 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-596 Yard Underground Barrier Trench A STA 5 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-597 Yard Underground Barrier Trench A STA 7 + 78 (Please See Figures DVD For Actual Figure) ure 2.5-598 Summary of Earthfill Test Data - Density ure 2.5-599 Summary Of Earthfill Test Data -Moisture Content ure 2.5-600 Summary Of Earthfill Test Data -Density ure 2.5-601 Summary Of Earthfill Test Data -Moisture Content ure 2.5-602 Yard Underground Barrier Trench B STA 1 + 100 (Please See Figures DVD For Actual Figure) ure 2.5-603 Yard Underground Barrier Trench B STA 2 + 50 of Figures 2-xvii
tion Title (Please See Figures DVD For Actual Figure) ure 2.5-604 Yard Underground Barrier Trench B STA 3 + 00 (Please See Figures DVD For Actual Figure) ure 2.5-605 Yard Underground Barrier Trench B STA 4 + 50 (Please See Figures DVD For Actual Figure) ure 2.5-606 Summary of Fill Test Data -Density ure 2.5-607 Summary of Earthfill Test Data - Moisture Content ure 2.5-608 Summary of Earthfill Test Data -Density ure 2.5-609 Summary of Earthfill Test Data - Moisture Content ure 2.5-610 Summary of Granular Fill Test Data - Relative Density ii List of Figures
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 2.5-479
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 2.5-480
WATTS BAR WBNP-33 Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-481
WATTS BAR WBNP-33 Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-482
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-50
[e5]
Figure 2.5-185 Yard Soil Borings Location Plan SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-483
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-89
[e5]
Figure 2.5-185a Yard Soil Borings Location Plan SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-484
WATTS BAR WBNP-89 Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-485
WATTS BAR WBNP-89 Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-486
WATTS BAR WBNP-89 Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-487
WATTS BAR WBNP-89 Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-488
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 2.5-489
WATTS BAR WBNP-63 Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-490
WATTS BAR WBNP-63 Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-491
WATTS BAR WBNP-63 Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-492
WATTS BAR WBNP-63 Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-493
WATTS BAR WBNP-63 Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-494
WATTS BAR WBNP-63 Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-495
WATTS BAR WBNP-63 Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-496
WATTS BAR WBNP-24 Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-497
WATTS BAR WBNP-24 Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-498
WATTS BAR WBNP-24 Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-499
WATTS BAR WBNP-24 Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-500
WATTS BAR WBNP-24 Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-501
WATTS BAR WBNP-24 Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-502
WATTS BAR WBNP-24 Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-503
WATTS BAR WBNP-24 Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-504
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 2.5-505
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 2.5-506
WATTS BAR WBNP-71 Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-507
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 2.5-508
WATTS BAR WBNP-71 Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-509
WATTS BAR WBNP-71 Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-510
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 2.5-511
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 2.5-512
WATTS BAR WBNP-71 Figure 2.5-214 Eia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-513
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 2.5-514
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 2.5-515
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 2.5-516
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 2.5-517
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 2.5-518
WATTS BAR WBNP-50 Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-519
WATTS BAR WBNP-89 Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-520
WATTS BAR WBNP-89 Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-521
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 2.5-522
WATTS BAR WBNP-89 Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-523
WATTS BAR WBNP-89 Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-524
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WATTS BAR WBNP-89
[e5]
Figure 2.5-225 Main Plant Excavation & Backfill Category I Structures SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-525
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-89
[e5]
Figure 2.5-226 Main Plant Excavation & Backfill Category I Structures SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-526
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-89
[e5]
Figure 2.5-226a Excavation and Backfill Category I Structures SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-527
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 2.5-528
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 2.5-529
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 2.5-530
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 2.5-531
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 2.5-532
WATTS BAR WBNP-89 Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-533
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 2.5-534
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 2.5-535
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 2.5-536
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 2.5-537
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 2.5-538
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 2.5-539
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 2.5-540
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 2.5-541
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 2.5-542
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 2.5-543
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 2.5-544
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 2.5-545
WATTS BAR WBNP-63 Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-546
WATTS BAR WBNP-63 Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-547
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 2.5-548
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 2.5-549
WATTS BAR WBNP-63 Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-550
WATTS BAR WBNP-63 Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-551
WATTS BAR WBNP-28 Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-552
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 2.5-553
WATTS BAR WBNP-28 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-554
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 2.5-555
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 2.5-556
WATTS BAR WBNP-71 Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-557
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Samples WBNP-24 2.5-558
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-24 2.5-559
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples WBNP-24 2.5-560
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 2.5-561
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 2.5-562
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 2.5-563
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 2.5-564
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moisture WBNP-24 2.5-565
WATTS BAR WBNP-44 Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-566
WATTS BAR WBNP-28 Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-567
WATTS BAR WBNP-28 Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-568
WATTS BAR WBNP-28 Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-569
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 WBNP-28 2.5-570
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 WBNP-28 2.5-571
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 WBNP-28 2.5-572
WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 WBNP-28 2.5-573
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 2.5-574
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 2.5-575
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 2.5-576
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 2.5-577
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 2.5-578
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 2.5-579
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 2.5-580
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 2.5-581
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 2.5-582
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 2.5-583
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 2.5-584
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 2.5-585
WATTS BAR WBNP-44 Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-586
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-50
[e5]
SECURITY SENSITIVE Figure 2.5-273 Yard Category I ERCW Piping and Conduits Plan
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-587
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 2.5-588
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 2.5-589
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 2.5-590
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 2.5-591
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 2.5-592
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 2.5-593
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 2.5-594
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 2.5-595
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 2.5-596
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 2.5-597
WATTS BAR WBNP-50 Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-598
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-599
WATTS BAR WBNP-50 Figure 2.5-283 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-600
WATTS BAR WBNP-50 Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-601
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-602
WATTS BAR WBNP-50 Figure 2.5-285 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-603
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-604
WATTS BAR WBNP-50 Figure 2.5-286 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-605
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-606
WATTS BAR WBNP-50 Figure 2.5-287 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-607
WATTS BAR WBNP-50 Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-608
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-609
WATTS BAR WBNP-50 Figure 2.5-289 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-610
WATTS BAR WBNP-50 Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-611
WATTS BAR WBNP-50 Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-612
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-613
WATTS BAR WBNP-50 Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-614
WATTS BAR WBNP-50 Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-615
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-616
WATTS BAR WBNP-50 Figure 2.5-294 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-617
WATTS BAR WBNP-50 Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-618
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-619
WATTS BAR WBNP-50 Figure 2.5-296 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-620
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-621
WATTS BAR WBNP-50 Figure 2.5-297 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-622
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-623
WATTS BAR WBNP-50 Figure 2.5-298 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-624
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-625
WATTS BAR WBNP-50 Figure 2.5-299 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-626
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-627
WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-628
WATTS BAR WBNP-50 Figure 2.5-301 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-629
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-630
WATTS BAR WBNP-50 Figure 2.5-302 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-631
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-632
WATTS BAR WBNP-50 Figure 2.5-303 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-633
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-634
WATTS BAR WBNP-50 Figure 2.5-304 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-635
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-636
WATTS BAR WBNP-50 Figure 2.5-305 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-637
WATTS BAR WBNP-50 Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-638
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-639
WATTS BAR WBNP-50 Figure 2.5-307 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-640
WATTS BAR WBNP-63 Figure 2.5-308 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-641
WATTS BAR WBNP-50 Figure 2.5-308 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-642
WATTS BAR WBNP-50 Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-643
WATTS BAR WBNP-50 Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-644
WATTS BAR WBNP-50 Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-645
WATTS BAR WBNP-50 Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-646
WATTS BAR WBNP-50 Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-647
WATTS BAR WBNP-50 Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-648
WATTS BAR WBNP-50 Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-649
WATTS BAR WBNP-50 Figure 2.5-316 Soil Profile (Sheet 1 of 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-650
WATTS BAR WBNP-50 Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-651
WATTS BAR WBNP-50 Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-652
WATTS BAR WBNP-50 Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-653
WATTS BAR WBNP-50 Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-654
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-655
WATTS BAR WBNP-50 Figure 2.5-321 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-656
WATTS BAR WBNP-50 Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-657
WATTS BAR WBNP-50 Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-658
WATTS BAR WBNP-50 Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-659
WATTS BAR WBNP-50 Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-660
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-661
WATTS BAR WBNP-50 Figure 2.5-326 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-662
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-663
WATTS BAR WBNP-50 Figure 2.5-327 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-664
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-665
WATTS BAR WBNP-50 Figure 2.5-328 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-666
WATTS BAR WBNP-50 Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-667
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-668
WATTS BAR WBNP-50 Figure 2.5-330 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-669
WATTS BAR WBNP-63 Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-670
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-671
WATTS BAR WBNP-50 Figure 2.5-332 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-672
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 1of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-673
WATTS BAR WBNP-50 Figure 2.5-333 Soil Profile (Sheet 2of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-674
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-675
WATTS BAR WBNP-50 Figure 2.5-334 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-676
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-677
WATTS BAR WBNP-50 Figure 2.5-335 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-678
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-679
WATTS BAR WBNP-50 Figure 2.5-336 Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-680
WATTS BAR WBNP-50 Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-681
WATTS BAR WBNP-50 Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-682
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 2.5-683
WATTS BAR WBNP-50 Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-684
WATTS BAR WBNP-50 Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-685
WATTS BAR WBNP-50 Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-686
WATTS BAR WBNP-50 Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-687
WATTS BAR WBNP-50 Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-688
WATTS BAR WBNP-50 Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-689
WATTS BAR WBNP-50 Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-690
WATTS BAR WBNP-50 Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-691
WATTS BAR WBNP-50 Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-692
WATTS BAR WBNP-50 Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-693
WATTS BAR WBNP-50 Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-694
WATTS BAR WBNP-50 Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-695
WATTS BAR WBNP-50 Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-696
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 2.5-697
WATTS BAR WBNP-50 Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-698
WATTS BAR WBNP-50 Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-699
WATTS BAR WBNP-50 Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-700
WATTS BAR WBNP-50 Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-701
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-63
[e5]
Figure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures SECURITY SENSITIVE
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-702
WATTS BAR WBNP-50 Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-703
WATTS BAR WBNP-50 Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-704
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 2.5-921
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 2.5-922
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 2.5-923
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 2.5-924
WATTS BAR WBNP-50 Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-925
WATTS BAR WBNP-50 Figure 2.5-573 (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-926
WATTS BAR WBNP-50 Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-927
WATTS BAR WBNP-50 Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-928
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 2.5-929
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 2.5-930
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 2.5-931
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 2.5-932
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 2.5-933
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 2.5-934
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 2.5-935
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 2.5-936
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 2.5-937
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 2.5-938
WATTS BAR WBNP-50 Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-939
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 2.5-940
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 2.5-941
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 2.5-942
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 2.5-943
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 2.5-944
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 2.5-945
Security Information Withheld under 10CFR 2.390(d)(1)
WATTS BAR WBNP-50
[e5]
SECURITY SENSITIVE Figure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table
[s5]
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-946
WATTS BAR WBNP-50 Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-947
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 2.5-948
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 2.5-949
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 2.5-950
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 2.5-951
WATTS BAR WBNP-59 Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-952
WATTS BAR WBNP-59 Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-953
WATTS BAR WBNP-59 Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-954
WATTS BAR WBNP-59 Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-955
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 2.5-956
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 2.5-957
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 2.5-958
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 2.5-959
WATTS BAR WBNP-59 Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-960
WATTS BAR WBNP-59 Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-961
WATTS BAR WBNP-63 Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-962
WATTS BAR WBNP-63 Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
SUMMARY
OF FOUNDATION CONDITIONS 2.5-963
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 2.5-964