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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

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OF FOUNDATION CONDITIONS 2.5-964

ML090340700: Difference between revisions

Latest revision as of 10:21, 14 November 2019

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