Latest revision as of 09:21, 14 November 2019

Text

Final Safety Analysis Report, Amendment 92, List of Effective Pages, Tables, and Figures
	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)
	v • d • e

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

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 2.5-546

OF FOUNDATION CONDITIONS 2.5-554

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

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

WATTS BAR WBNP-50 Figure 2.5-300 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

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

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

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

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

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) -

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 2.5-552 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 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

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

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

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

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

ML090340700: Difference between revisions

Latest revision as of 09:21, 14 November 2019

Text

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY

SUMMARY