ML090340700

Watts Bar Nuclear Plant, Unit 2, 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)

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List of Effective Pages LEP-iWATTS BARLIST OF EFFECTIVE PAGES Page AmendmentPage Amendment1-iiiWBNP-761-vWBNP-912.5-469WBNP-332.5-470WBNP-332.5-471WBNP-332.5-472WBNP-33 2.5-473WBNP-502.5-474WBNP-892.5-475WBNP-89 2.5-476WBNP-892.5-477WBNP-892.5-478WBNP-89 2.5-479WBNP-632.5-480WBNP-632.5-481WBNP-63 2.5-482WBNP-632.5-483WBNP-632.5-484WBNP-63 2.5-485WBNP-632.5-486WBNP-632.5-487WBNP-24 2.5-488WBNP-242.5-489WBNP-242.5-490WBNP-24 2.5-491WBNP-242.5-492WBNP-242.5-493WBNP-24 2.5-494WBNP-242.5-495WBNP-242.5-496WBNP-71 2.5-497WBNP-712.5-498WBNP-712.5-499WBNP-71 2.5-500WBNP-712.5-501WBNP-712.5-502WBNP-71 2.5-503WBNP-712.5-504WBNP-712.5-505WBNP-712.5-506WBNP-712.5-507WBNP-71 2.5-508WBNP-712.5-509WBNP-502.5-510WBNP-892.5-511WBNP-892.5-512WBNP-892.5-513WBNP-892.5-514WBNP-892.5-515WBNP-89 2.5-516WBNP-892.5-517WBNP-892.5-518WBNP-89 2.5-519WBNP-892.5-520WBNP-892.5-521WBNP-89 2.5-522WBNP-892.5-523WBNP-892.5-524WBNP-89 2.5-525WBNP-632.5-526WBNP-632.5-527WBNP-63 2.5-528WBNP-632.5-529WBNP-632.5-530WBNP-63 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2.5-915WBNP-502.5-916WBNP-502.5-917WBNP-50 2.5-918WBNP-502.5-919WBNP-502.5-920WBNP-50 2.5-921WBNP-502.5-922WBNP-502.5-923WBNP-50 2.5-924WBNP-502.5-925WBNP-592.5-926WBNP-502.5-927WBNP-502.5-928WBNP-592.5-929WBNP-502.5-930WBNP-502.5-931WBNP-50 2.5-932WBNP-502.5-933WBNP-502.5-934WBNP-50 2.5-935WBNP-502.5-936WBNP-502.5-937WBNP-50 2.5-938WBNP-502.5-939WBNP-502.5-940WBNP-50 2.5-941WBNP-502.5-942WBNP-592.5-943WBNP-59 2.5-944WBNP-592.5-945WBNP-592.5-946WBNP-59 2.5-947WBNP-592.5-949WBNP-592.5-950WBNP-59 2.5-951WBNP-592.5-952WBNP-632.5-953WBNP-63 2.5-954WBNP-59 Table of Contents 2-iWATTS BARTABLE OF CONTENTS SectionTitle Page 2-iiTable of ContentsWATTS BARTABLE OF CONTENTS SectionTitle Page List of Tables2-iiiWATTS BARWBNP-76LIST OF TABLES SectionTitle 2-ivList of TablesWATTS BARWBNP-76LIST OF TABLES SectionTitle List of Figures 2-vWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-181Index Map -Earthquakes 6.3 Ri chter or Greater Latitude 30-37 North Longitude 78-92 WestFigure 2.5-182Earthquakes Listing 6.3 Richte r Or Greater Latitu de 30-37 Longitude 78-92 WestFigure 2.5-183Earthquake List ing List of ReferencesFigure 2.5-184Earthquake Listing Notes Figure 2.5-185Yard Soil Borings Location PlanFigure 2.5-185aYard Soil Borings Location PlanFigure 2.5-186Transformer Yard &

Switchyard Soil InvestigationFigure 2.5-187Cooling Towers Soil InvestigationFigure 2.5-188Pumping Statio n Foundation InvestigationFigure 2.5-189Office & Service Building Foundation Investigation Figure 2.5-190Diesel Generator Building Sections AA & BB Foundation InvestigationFigure 2.5-191Essential Cooling Wa ter Supply Soil InvestigationFigure 2.5-192Intake Channel, Se ction DD Foundation InvestigationFigure 2.5-193Intake Channel, Sect ion EE Foundation InvestigationFigure 2.5-194Intake Channel, Se ction CC Foundation InvestigationFigure 2.5-195Intake Channel, Sect ion FF Foundation InvestigationFigure 2.5-196Class IE Condui ts Soil InvestigationFigure 2.5-197Class IE Condui ts Soil InvestigationFigure 2.5-198Soil Investigation Borings For ERCW & HPFP Systems Figure 2.5-199Soil Investigation Borings For ERCW & HPFP SystemsFigure 2.5-200Soil Investigation Borings For ERCW & HPFP SystemsFigure 2.5-201Soil Investigation Borings For ERCW & HPFP Systems Figure 2.5-202Soil Investigation Borings For ERCW & HPFP SystemsFigure 2.5-203Intake Channel TrenchFigure 2.5-204Intake Channel Test 1 Figure 2.5-205Intake Channel Strength Evaluation Test 2Figure 2.5-206Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undis-turbed) Samples.Figure 2.5-207ERCW Piping and IE C onduit Alignments R (Consolidated -

Undrained) Silt and Clay Samp les Natural Moisture ContentFigure 2.5-208Class IE Conduit Alignment S-Direct Shear Figure 2.5-209Type 1-Soft Shale T ype 2-Hard Shale -Type 3 LimestoneFigure 2.5-210Location of Test HolesFigure 2.5-211Deformation Moduli Fr om Menard Pressuremeter TestsFigure 2.5-212Comparison of Moduli Obtain ed With Menard Pressuremeter and Birdwell 3D Sonic LoggerFigure 2.5-213Influence Factors For Determin ing Stresses Below The Center of Flex-ible Circular Footing 10, 50, 100, and 200 Ft. in DiameterFigure 2.5-214E ia For Holes Tested With Menard PressuremeterFigure 2.5-215Settlement at Ce nter of Flexible Circular Footing Loaded With SKSFFigure 2.5-216Correlation Us ed To Estimate Average Moduli For Holes Where De-tailed Calculations Were Not Made.

2-viList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-217Distribution of Deformati on Moduli For 10 Foot Diameter FootingsFigure 2.5-218Simplified Plan of Lock foundation Showing Location of Modulus Cal-culationsFigure 2.5-219Settlement of Face of Block R-10 (Point F, fig. 16)Figure 2.5-220Yard Soil Inve stigations Borrow SoilsFigure 2.5-221Yard Soil Inve stigations Borrow SoilsFigure 2.5-221aYard Soil Inve stigations Borrow SoilsFigure 2.5-222Borrow Invest igation (Please See Figures DVD for Actual Figure)Figure 2.5-223Additional Borrow Exploration Figure 2.5-224Additional Borrow Area 4Figure 2.5-225Main Plant Excavation

& Backfill Category I StructuresFigure 2.5-226Main Plant Excavation

& Backfill Category I StructuresFigure 2.5-226aExcavation and B ackfill Category I StructuresFigure 2.5-227Typical In-Situ Soil Dyna mics Measurements Layout & SectionFigure 2.5-228Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2SFigure 2.5-229Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2SFigure 2.5-230Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32SFigure 2.5-231Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53SFigure 2.5-232Seismic Refraction D ynamic Properties Intake ChannelFigure 2.5-233Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refrac-tion MeasurementFigure 2.5-233aClass A Backfill -Shear Modulus Reduction with Shear StrainFigure 2.5-233bClass A Backfill -Dampi ng Ratio Variation with Shear StrainFigure 2.5-233cCrushed Stone Backfill - Sh ear Modulus Reduction with Shear StrainFigure 2.5-233dCrushed Stone Backfill - Damp ing Ratio Variation with Shear StrainFigure 2.5-233eIn Situ Cohesive Soils -

Shear Modulus Reduction with Shear StrainFigure 2.5-233fIn Situ Cohesive Soils - Da mping Ratio Variation with Shear StrainFigure 2.5-233gNon-Plastic In Situ Soil -

Shear Modulus Reduction with Shear StrainFigure 2.5-233hNon-Plastic In Situ Soils -

Damping Ratio Variation with Shear StrainFigure 2.5-233iBasal Gravel - Shear M odulus Reduction with Shear StrainFigure 2.5-233jBasal Gravel - Damping Ratio Variation with Shear StrainFigure 2.5-233kWeathered Shale - Shear Modul us and Damping Variation with Shear StrainFigure 2.5-234Main Plant Borrow Ar eas, Moisture - Penetration TestFigure 2.5-235Compaction Test Borr ow Areas (Family Of Curves)Figure 2.5-236AOperating Basis Earthquake Response Spectra For Rock Support Struc-turesFigure 2.5-236bSafe Shutdown Earthquake Re sponse Spectra For Rock Support Struc-turesFigure 2.5-237Intake Channel Seismic Stability AnalysisFigure 2.5-238Static Design Case 2 Figure 2.5-239Intake Channel-La teral Excavation & ReplacementFigure 2.5-240Wedge Used To Determine Ho rizontal Displacement of The Intake Channel By Newmark's Method List of Figures2-viiWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-241ERCW Piping Alignment Q (Unconsolidated Undrai ned - Undisturbed Samples)Figure 2.5-242ERCW Piping Alignment S (Direct Shea r) Undisturbed SamplesFigure 2.5-243Deleted by Amendment 71Figure 2.5-244Borrow Area 4 Q - (Unconsol idated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded SamplesFigure 2.5-245Watts Bar Nucl ear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded SamplesFigure 2.5-246Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded SamplesFigure 2.5-247Intake Channel Q - (Unconsol idated - Undrained - Undisturbed Sam-ples) Silty SandsFigure 2.5-248Intake Channel Q - (Unconsol idated-Undrained) Undisturded Samples Lean ClaysFigure 2.5-249Intake Channel R - (Consol idated-Undrained) Undisturbed Samples Silty SandsFigure 2.5-250Intake Channel R - (Consolid ated-Undrained) - Undisturbed Samples Lean ClaysFigure 2.5-251Intake Channel Q - (Unconsol idated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum MoistureFigure 2.5-252Site Studies Intake Ch annel Additional Soils InvestigationFigure 2.5-253Intake Channel Additio nal Soil Investigation Section AAFigure 2.5-254Intake Channel Additio nal Soil Investigation Section BBFigure 2.5-255Intake Channel Additio nal Soil Investigation Section CCFigure 2.5-256Intake Channel - Lateral Ex cavation and Replacement Downstream Side of Intake Channel with Bedrock at 656Figure 2.5-257Intake Channel - Lateral Ex cavation and Replacement Downstream Side of Intake Channel with Bedrock at 650Figure 2.5-258Intake Channel - Lateral Excavation and Replacement Upstream Reser-voir End with Rockfill Placed at 665Figure 2.5-259Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650Figure 2.5-260Soil Profile -

Borrow Area 7, Boring PAH-1Figure 2.5-261Soil Profile -

Borrow Area 7, Boring PAH-2Figure 2.5-262Soil Profile -

Borrow Area 7, Boring PAH-3Figure 2.5-263Soil Profile -

Borrow Area 7, Boring PAH-4Figure 2.5-264Soil Profile -

Borrow Area 7, Boring PAH-5Figure 2.5-265Soil Profile -

Borrow Area 7, Boring PAH-6Figure 2.5-266Soil Profile -

Borrow Area 7, Boring PAH-7Figure 2.5-267Soil Profile -

Borrow Area 7, Boring PAH-8Figure 2.5-268Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)Figure 2.5-269Soil Profile -

Borrow Area 7, Boring PAH-10Figure 2.5-270Soil Profile -

Borrow Area 7, Boring PAH-11 2-viiiList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-271Compaction Test (Family of Curves) - Borrow Area 7Figure 2.5-272Moisture - Penetr ation Test - Borrow Area 7Figure 2.5-273Yard Category I ERCW Piping and Conduits PlanFigure 2.5-274Soil Profile (SS, PA , HA, TP, Boring) 1E Conduit BanksFigure 2.5-275Soil Profile (SS, PA , HA, TP, Boring) 1E Conduit BanksFigure 2.5-276Soil Profile (SS, PA, HA, TP , Boring) IE Conduit Banks Sheet 1 of 2Figure 2.5-276Soil Profile (SS, PA, HA, TP , Boring) ID Conduit Banks Sheet 2 of 2Figure 2.5-277Soil Profile (SS, PA , HA, TP, Boring) ID Conduit BanksFigure 2.5-278Soil Profile (SS, PA , HA, TP, Boring) ID Conduit BanksFigure 2.5-279Soil Profile (SS, PA , HA, TP, Boring) ID Conduit BanksFigure 2.5-280Soil Profile (SS, PA , HA, TP, Boring) ID Conduit BanksFigure 2.5-281(Please see Figures DVD for Actual Figure) (Sheet 1 of 2)Figure 2.5-281(Please see Figures DVD for Actual Figure) (Sheet 2 of 2)Figure 2.5-282Soil ProfileFigure 2.5-283Soil Profile (Sheet 1 of 2)

Figure 2.5-283Soil Profile (Sheet 2 of 2)Figure 2.5-284Soil ProfileFigure 2.5-285Soil Profile (Sheet 1 of 2)

Figure 2.5-285Soil Profile (Sheet 2 of 2)Figure 2.5-286Soil Profile (Sheet 1 of 2)Figure 2.5-286Soil Profile (Sheet 2 of 2)

Figure 2.5-287Soil Profile (Sheet 1 of 2)Figure 2.5-287Soil Profile (Sheet 2 of 2)Figure 2.5-288Soil Profile Figure 2.5-289Soil Profile (Sheet 1 of 2)Figure 2.5-289Soil Profile (Sheet 2 of 2)Figure 2.5-290Soil Profile Figure 2.5-291Soil ProfileFigure 2.5-292Soil Profile (Sheet 1 of 2)Figure 2.5-292Soil Profile (Sheet 2 of 2 Figure 2.5-293Soil ProfileFigure 2.5-294Soil Profile (Sheet 1 of 2)Figure 2.5-294Soil Profile (Sheet 2 of 2)

Figure 2.5-295Soil ProfileFigure 2.5-296Soil Profile (Sheet 1 of 2)Figure 2.5-296Soil Profile (Sheet 2 of 2)

Figure 2.5-297Soil Profile (Sheet 1 of 2)Figure 2.5-297Soil Profile (Sheet 2 of 2)Figure 2.5-298Soil Profile (Sheet 1 of 2)Figure 2.5-298Soil Profile (Sheet 2 of 2)Figure 2.5-299Soil Profile (Sheet 1 of 2)

Figure 2.5-299Soil Profile (Sheet 2 of 2)Figure 2.5-300Soil Profile (Sheet 1 of 2)Figure 2.5-300Soil Profile (Sheet 2 of 2)

List of Figures2-ixWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-301Soil ProfileFigure 2.5-302Soil Profile (Sheet 1 of 2)Figure 2.5-302Soil Profile (Sheet 2 of 2)Figure 2.5-303Soil Profile (Sheet 1 of 2)Figure 2.5-303Soil Profile (Sheet 2 of 2)Figure 2.5-304Soil Profile (Sheet 1 of 2)

Figure 2.5-304Soil Profile (Sheet 2 of 2)Figure 2.5-305Soil Profile (Sheet 1 of 2)Figure 2.5-305Soil Profile (Sheet 2 of 2)

Figure 2.5-306Soil ProfileFigure 2.5-307Soil Profile (Sheet 1 of 2)Figure 2.5-307Soil Profile (Sheet 2 of 2)

Figure 2.5-308Soil Profile (Sheet 1 of 2)Figure 2.5-308Soil Profile (Sheet 2 of 2)Figure 2.5-309Soil Profile Figure 2.5-310Soil ProfileFigure 2.5-311Soil ProfileFigure 2.5-312Soil Profile Figure 2.5-313Soil ProfileFigure 2.5-314Soil ProfileFigure 2.5-315Soil Profile Figure 2.5-316Soil Profile (Sheet 1 of 1)Figure 2.5-317Soil ProfileFigure 2.5-318Soil Profile Figure 2.5-319Soil ProfileFigure 2.5-320Soil ProfileFigure 2.5-321Soil Profile (Sheet 1 of 2)

Figure 2.5-321Soil Profile (Sheet 2 of 2)Figure 2.5-322Soil ProfileFigure 2.5-323Soil Profile Figure 2.5-324Soil ProfileFigure 2.5-325Soil ProfileFigure 2.5-326Soil Profile (Sheet 1 of 2)

Figure 2.5-326Soil Profile (Sheet 2 of 2)Figure 2.5-327Soil Profile (Sheet 1 of 2)Figure 2.5-327Soil Profile (Sheet 2 of 2)

Figure 2.5-328Soil Profile (Sheet 1 of 2)Figure 2.5-328Soil Profile (Sheet 2 of 2)Figure 2.5-329Soil ProfileFigure 2.5-330Soil Profile (Sheet 1 of 2)Figure 2.5-330Soil Profile (Sheet 2 of 2)

Figure 2.5-331Blank PageFigure 2.5-332Soil Profile (Sheet 1 of 2)Figure 2.5-332Soil Profile (Sheet 2 of 2) 2-xList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-333Soil Profile (Sheet 1of 2)Figure 2.5-333Soil Profile (Sheet 2of 2)Figure 2.5-334Soil Profile (Sheet 1 of 2)Figure 2.5-334Soil Profile (Sheet 2 of 2)Figure 2.5-335Soil Profile (Sheet 1 of 2)Figure 2.5-335Soil Profile (Sheet 2 of 2)

Figure 2.5-336Soil Profile (Sheet 1 of 2)Figure 2.5-336Soil Profile (Sheet 2 of 2)Figure 2.5-337Soil Profile Figure 2.5-338Soil ProfileFigure 2.5-339ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65Figure 2.5-340ERCW Liquefaction Figure 2.5-341ERCW LiquefactionFigure 2.5-342LiquefactionFigure 2.5-343Liquefaction Figure 2.5-344LiquefactionFigure 2.5-345LiquefactionFigure 2.5-346Liquefaction Figure 2.5-347LiquefactionFigure 2.5-348LiquefactionFigure 2.5-349Liquefaction Figure 2.5-350LiquefactionFigure 2.5-351LiquefactionFigure 2.5-352Liquefaction Figure 2.5-353Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route SoilsFigure 2.5-354Liquefaction Study ERCW Pipeline Figure 2.5-355Liquefaction Study ERCW PipelineFigure 2.5-356Liquefaction Study ERCW PipelineFigure 2.5-357Liquefaction Study ERCW Pipeline Figure 2.5-358Additional Soil Investigati ons Category I Soil Supported StructuresFigure 2.5-359Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-360Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-361Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-362Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-363Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-364Category I Soil Supporte d Structures Soil InvestigationFigure 2.5-365Category I Supported Structures S-Direct Shear Test Remolded Basal GravelFigure 2.5-366Soil Supported StructuresFigure 2.5-367Soil Supported Structures Figure 2.5-368Soil Supported StructuresFigure 2.5-369Soil Supported StructuresFigure 2.5-370Soil Supported Structures List of Figures2-xiWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-371Soil Supported StructuresFigure 2.5-372Gravel Boring No. 125Figure 2.5-373Gravel Boring No. 129Figure 2.5-374Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Un-consolidated - Undrained)

Test Fine Grained Soils (Undisturbed Samples)Figure 2.5-375Watts Bar Nuclear Plant Cate gory I Soil Supported Structures R (Total) - ( Consolidated - Undrained)

Test Fine Grained Soils (Undisturbed Samples)Figure 2.5-376Watts Bar Nuclear Plant Category I Soil S upported Structure R (Effec-tive) - (Consolidated -Undrained)

Test Fine Grained Soils (Undisturbed Sam-ples)Figure 2.5-377Soil ProfileFigure 2.5-378Soil Profile Figure 2.5-379Soil ProfileFigure 2.5-380Soil ProfileFigure 2.5-381Soil Profile Figure 2.5-382Soil ProfileFigure 2.5-383Soil Profile (Sheet 1 of 2)Figure 2.5-383Soil Profile (Sheet 2 of 2)Figure 2.5-384Soil Profile (Sheet 1 of 2)Figure 2.5-384Soil Profile (Sheet 2 of 2)Figure 2.5-385Soil ProfileFigure 2.5-386Soil ProfileFigure 2.5-387Soil Profile Figure 2.5-388Soil ProfileFigure 2.5-389Soil ProfileFigure 2.5-390Soil Profile Figure 2.5-391aSoil ProfileFigure 2.5-392Soil ProfileFigure 2.5-393Soil Profile Figure 2.5-394Soil ProfileFigure 2.5-395Soil ProfileFigure 2.5-396Soil ProfileFigure 2.5-397Soil ProfileFigure 2.5-398Soil Profile Figure 2.5-399Soil ProfileFigure 2.5-400Soil ProfileFigure 2.5-401Soil Profile 2-xiiList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-402Soil ProfileFigure 2.5-403Soil ProfileFigure 2.5-404Soil ProfileFigure 2.5-405Soil ProfileFigure 2.5-406Soil ProfileFigure 2.5-407Soil Profile Figure 2.5-408Soil ProfileFigure 2.5-409Soil ProfileFigure 2.5-410Soil Profile Figure 2.5-411Soil ProfileFigure 2.5-412Soil ProfileFigure 2.5-413Soil Profile Figure 2.5-414Soil ProfileFigure 2.5-415Soil ProfileFigure 2.5-416Soil Profile Figure 2.5-417Soil ProfileFigure 2.5-418Soil ProfileFigure 2.5-419Soil Profile Figure 2.5-420Soil ProfileFigure 2.5-421Soil ProfileFigure 2.5-422Soil Profile Figure 2.5-423Soil ProfileFigure 2.5-424Soil ProfileFigure 2.5-425Soil Profile Figure 2.5-426Soil ProfileFigure 2.5-427Soil ProfileFigure 2.5-428Soil Profile Figure 2.5-429Soil ProfileFigure 2.5-430Soil ProfileFigure 2.5-431Soil Profile Figure 2.5-432Soil ProfileFigure 2.5-433Soil ProfileFigure 2.5-434Soil Profile Figure 2.5-435Soil ProfileFigure 2.5-436Soil ProfileFigure 2.5-437Soil Profile Figure 2.5-438Soil ProfileFigure 2.5-439Soil ProfileFigure 2.5-440Soil ProfileFigure 2.5-441Soil ProfileFigure 2.5-442Soil Profile Figure 2.5-443Soil ProfileFigure 2.5-444Soil ProfileFigure 2.5-445Soil Profile List of Figures2-xiiiWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-446Soil ProfileFigure 2.5-447Soil ProfileFigure 2.5-448Soil ProfileFigure 2.5-449Soil ProfileFigure 2.5-450Soil ProfileFigure 2.5-451Soil Profile Figure 2.5-452Soil ProfileFigure 2.5-453Soil ProfileFigure 2.5-454Soil Profile Figure 2.5-455Soil ProfileFigure 2.5-456Soil ProfileFigure 2.5-457Soil Profile Figure 2.5-458Soil ProfileFigure 2.5-459Soil ProfileFigure 2.5-460Soil Profile Figure 2.5-461Soil ProfileFigure 2.5-462Soil ProfileFigure 2.5-463Soil Profile Figure 2.5-464Soil ProfileFigure 2.5-465Soil ProfileFigure 2.5-466Soil Profile Figure 2.5-467Soil ProfileFigure 2.5-468Soil ProfileFigure 2.5-469Soil Profile Figure 2.5-470Soil ProfileFigure 2.5-471Soil ProfileFigure 2.5-472Soil Profile Figure 2.5-473Soil ProfileFigure 2.5-474Soil ProfileFigure 2.5-475Soil Profile Figure 2.5-476Soil ProfileFigure 2.5-477Soil ProfileFigure 2.5-478Soil Profile Figure 2.5-479Soil ProfileFigure 2.5-480Soil ProfileFigure 2.5-481Soil Profile Figure 2.5-482Soil ProfileFigure 2.5-483Soil ProfileFigure 2.5-484Soil ProfileFigure 2.5-485Soil ProfileFigure 2.5-486Soil Profile Figure 2.5-487Soil ProfileFigure 2.5-488Soil ProfileFigure 2.5-489Soil Profile 2-xivList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-490Soil ProfileFigure 2.5-491Soil ProfileFigure 2.5-492Soil ProfileFigure 2.5-493Soil ProfileFigure 2.5-494Soil ProfileFigure 2.5-495Soil Profile Figure 2.5-496Soil ProfileFigure 2.5-497Soil ProfileFigure 2.5-498Soil Profile Figure 2.5-499Soil ProfileFigure 2.5-500Soil ProfileFigure 2.5-501Soil Profile Figure 2.5-502Soil ProfileFigure 2.5-503Soil ProfileFigure 2.5-504Soil Profile Figure 2.5-505Soil ProfileFigure 2.5-506Soil ProfileFigure 2.5-507Soil Profile Figure 2.5-508Soil ProfileFigure 2.5-509Soil ProfileFigure 2.5-510Soil Profile Figure 2.5-511Soil ProfileFigure 2.5-512Soil ProfileFigure 2.5-513Soil Profile Figure 2.5-514Soil ProfileFigure 2.5-515Soil ProfileFigure 2.5-516Soil Profile Figure 2.5-517Soil ProfileFigure 2.5-518Soil ProfileFigure 2.5-519Soil Profile Figure 2.5-520Watts Bar Nucl ear Plant Undergro und Barrier Trench A Backfill R - (Consolidated -Undrained) 95% ST D Proctor Density (ASTM D698) 3% Below Optimum MoistureFigure 2.5-521Watts Bar Nucl ear Plant Undergro und Barrier Trench A Backfill R ( Consolidated -Undrained) 100%

STD Proctor Density (ASTM D698) 3% Below Optimum Moisture ContentFigure 2.5-522Watts Bar Nucl ear Plant Undergro und Barrier Trench B Backfill R ( Consolidated - Undrained) 95%

STD Proctor Density (ASTM D698) 3% Below Optimum Moisture ContentFigure 2.5-523Watts Bar Nucl ear Plant Undergro und Barrier Trench B Backfill R ( Consolidated -Undrained) 100%

STD Proctor Density (ASTM D698) 3% Below Optimum Moisture ContentFigure 2.5-524ERCW Liquefaction Trench A BorrowFigure 2.5-525ERCW Liquefaction Trench A Supplemental Borrow List of Figures2-xvWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-526ERCW Liquefaction Trench BFigure 2.5-527ERCW Lique faction Borrow Area 9Figure 2.5-528ERCW Lique faction Borrow Area 10Figure 2.5-529ERCW Lique faction Borrow Area 11Figure 2.5-530ERCW Lique faction Borrow Area 12Figure 2.5-531ERCW Lique faction Borrow Area 13Figure 2.5-532ERCW Lique faction Borrow Area 2CFigure 2.5-533ERCW Lique faction Borrow Area 2CFigure 2.5-534ERCW Liquefaction Trench A Figure 2.5-535ERCW Liquefaction Trench A Supplemental BorrowFigure 2.5-536ERCW Liquefaction Trench BFigure 2.5-537ERCW Lique faction Borrow Area 9Figure 2.5-538ERCW Lique faction Borrow Area 10Figure 2.5-539ERCW Lique faction Borrow Area 11Figure 2.5-540ERCW Lique faction Borrow Area 12Figure 2.5-541ERCW Lique faction Borrow Area 13Figure 2.5-542ERCW Lique faction Borrow Area 2CFigure 2.5-543ERCW Lique faction Borrow Area 2CFigure 2.5-544Watts Bar Nucl ear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relati ve Density (ASTM D2049)Figure 2.5-545Watts Bar Nuclear Plant Granular Fill (1032)

S-Direct Shear 70% Rel-ative Density (ASTM 02049)Figure 2.5-546Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated -

Undrained) 80% Relati ve Density (ASTM D2049)Figure 2.5-547Watts Bar Nucl ear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80%

Relative Density (ASTM D2049)Figure 2.5-548Summary. of Granular Fill Test Data -Relacive"Density Diesel Genera-tor BuildingFigure 2.5-549ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 1 of 4)Figure 2.5-549ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 2 of 4)Figure 2.5-549ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 3 of 4)Figure 2.5-549ERCW Pipeline Section A-A (Please see Figures DVD for Actual Fig-ure) (Sheet 4 of 4)Figure 2.5-550ERCU Pipeline Section B-B (P lease see Figures DVD for Actual Fig-ure)Figure 2.5-551ERCU Pipeline Section C-C (P lease see Figures DVD for Actual Fig-ure)Figure 2.5-552ERCW Pipeline Section D-D Figure 2.5-553ERCW Pipeline Section E-EFigure 2.5-554Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) 2-xviList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-554Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 2 of 2)Figure 2.5-555Category I Electrical Condui ts Section G-G (Please see Figures DVD for Actual Figure)Figure 2.5-556Category I Electrical Condui ts Section H-H (Please see Figures DVD for Actual Figure)Figure 2.5-557Class IE ConduitFigure 2.5-558Class IE ConduitFigure 2.5-559Class IE Conduit Figure 2.5-560Class IE ConduitFigure 2.5-561Class IE ConduitFigure 2.5-562Class IE Conduit Figure 2.5-563Class IE ConduitFigure 2.5-564ERCU & HPFP SystemFigure 2.5-565ERCU & HPFP System Figure 2.5-566Intake Channel Grain Size AnalysisFigure 2.5-567ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 ROFigure 2.5-568ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 ROFigure 2.5-569One-Dimensional Soil Prof ile Used for Liquefaction EvaluationFigure 2.5-570Comparison of Induced Shear Stress and Shear Stress Required to Cause 5% Strain and Resulting Factors Of Safety With Depth Below Ground SurfaceFigure 2.5-571ERCW Pipeline Section A-A(Please See Figures DVD For Ac tual Figure)(Sheet 1 of 4)Figure 2.5-571ERCW Pipeline Section A-A(Please See Figures DVD For Ac tual Figure)(Sheet 2 of 4)Figure 2.5-571ERCW Pipeline Section A-A(Please See Figures DVD For Ac tual Figure)(Sheet 3 of 4)Figure 2.5-571ERCW Pipeline Section A-A(Please See Figures DVD For Ac tual Figure)(Sheet 4 of 4)Figure 2.5-572ERCW Pipeline Section B-B Figure 2.5-573(Please see Figur es DVD for Actual Figure)Figure 2.5-574ERCW Pipeline Section D-DFigure 2.5-575ERCW Pipeline Section E-E Figure 2.5-576Category I Electr ical Conduits Section F-F(Please see Figures DVD for Ac tual Figure)(Sheet 1 of 2)Figure 2.5-576Category I Electr ical Conduits Section F-F(Please see Figures DVD for Ac tual Figure)(Sheet 2 of 2)Figure 2.5-577Category I Electr ical Conduits Section G-G(Please see Figures DV D for Actual Figure)Figure 2.5-578Category I Electr ical Conduits Section H-H(Please see Figures DV D for Actual Figure)

List of Figures2-xviiWATTS BARWBNP-91 LIST OF FIGURES SectionTitleFigure 2.5-579Miscellaneous ERCW Piping and IE Conduit Soil Borings(Please See Figures DVD For Actual Figure)Figure 2.5-580Yard Underg round Barriers for Potent ial Soil Liquefaction TVA DWGNO. 10N213-1 R1Figure 2.5-581Yard Underg round Barriers for Potent ial Soil Liquefaction TVA DWGNO. 10N213-2 R6Figure 2.5-582Yard Category I ER CW Piping and Conduits - PlanFigure 2.5-583Remedial Treatment for Potential Soil Liquefaction -Stability Analysis Summary (Please See Figures DVD For Actual Figure)Figure 2.5-584Finished Grading - Underg round Barrier As-Bui lt Cross-SectionsFigure 2.5-585Powerhouse -Settlemen t Stations -Bench Mark AssemblyFigure 2.5-586Settlement VS. Time For Unit 1 Reactor BuildingFigure 2.5-587Settlement VS. Time For Unit 2 Reactor BuildingFigure 2.5-588Maximum Settleme nt -Auxiliary Building Set tlement Station 10; Mini-mum Settlement -Auxiliary Building Settlement Station 20 (1973-1982)(Please see Figures DV D for Actual Figure)Figure 2.5-589Maximum Settlement - Diesel Generator Building Settlenent Station 1

& Intake Pumping Station Settlement Station 3A; Minimum Settlement Diesel Generator Building Settlement Station 4 &

Intake Pumping Station Se ttlement Station 4 (1975-1982)(Please see Figures DV D for Actual Figure)Figure 2.5-590General Location Of Relative Movement Detectors TVA DWG NO. 10N203-3 R1Figure 2.5-591Watts Bar Dam Probability Di stribution: November - March Rainfall Period 1940 - 1983Figure 2.5-592Yard ERCW Pipeline EST. 25-YR High Water TableFigure 2.5-593Water Table ProfilesFigure 2.5-594Yard Underground Barrier Trench A STA 1 + 78(Please See Figures DVD For Actual Figure)Figure 2.5-595Yard Underground Barrier Trench A STA 3 + 78(Please See Figures DVD For Actual Figure)Figure 2.5-596Yard Underground Barrier Trench A STA 5 + 78(Please See Figures DVD For Actual Figure)Figure 2.5-597Yard Underground Barrier Trench A STA 7 + 78(Please See Figures DVD For Actual Figure)Figure 2.5-598Summary of Earthfill Test Data - DensityFigure 2.5-599Summary Of Earthfil l Test Data -Moisture ContentFigure 2.5-600Summary Of Earthfill Test Data -DensityFigure 2.5-601Summary Of Earthfil l Test Data -Moisture ContentFigure 2.5-602Yard Underground Barrier Trench B STA 1 + 100(Please See Figures DVD For Actual Figure)Figure 2.5-603Yard Underground Barrier Trench B STA 2 + 50 2-xviiiList of FiguresWATTS BARWBNP-91 LIST OF FIGURES SectionTitle(Please See Figures DVD For Actual Figure)Figure 2.5-604Yard Underground Barrier Trench B STA 3 + 00(Please See Figures DVD For Actual Figure)Figure 2.5-605Yard Underground Barrier Trench B STA 4 + 50(Please See Figures DVD For Actual Figure)Figure 2.5-606Summary of Fill Test Data -Density Figure 2.5-607Summary of Earthfill Test Data - Moisture ContentFigure 2.5-608Summary of Eart hfill Test Data -DensityFigure 2.5-609Summary of Earthfill Test Data - Moisture ContentFigure 2.5-610Summary of Granular Fi ll Test Data - Relative Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-479WATTS BAR WBNP-33Figure 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 CONDITIONS2.5-480WATTS BAR WBNP-33Figure 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 CONDITIONS2.5-481WATTS BAR WBNP-33Figure 2.5-183 Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-482WATTS BAR WBNP-33Figure 2.5-184 Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-483WATTS BAR WBNP-50Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-185 Yard Soil Borings Location Plan[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-484WATTS BAR WBNP-89Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-185a Yard Soil Borings Location Plan[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-485WATTS BAR WBNP-89Figure 2.5-186 Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-486WATTS BAR WBNP-89Figure 2.5-187 Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-487WATTS BAR WBNP-89Figure 2.5-188 Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-488WATTS BAR WBNP-89Figure 2.5-189 Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-489WATTS BAR WBNP-63Figure 2.5-190 Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-490WATTS BAR WBNP-63Figure 2.5-191 Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-491WATTS BAR WBNP-63Figure 2.5-192 Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-492WATTS BAR WBNP-63Figure 2.5-193 Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-493WATTS BAR WBNP-63Figure 2.5-194 Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-494WATTS BAR WBNP-63Figure 2.5-195 Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-495WATTS BAR WBNP-63Figure 2.5-196 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-496WATTS BAR WBNP-63Figure 2.5-197 Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-497WATTS BAR WBNP-24Figure 2.5-198 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-498WATTS BAR WBNP-24Figure 2.5-199 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-499WATTS BAR WBNP-24Figure 2.5-200 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-500WATTS BAR WBNP-24Figure 2.5-201 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-501WATTS BAR WBNP-24Figure 2.5-202 Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-502WATTS BAR WBNP-24Figure 2.5-203 Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-503WATTS BAR WBNP-24Figure 2.5-204 Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-504WATTS BAR WBNP-24Figure 2.5-205 Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-505WATTS BAR WBNP-24Figure 2.5-206 Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-506WATTS BAR WBNP-71Figure 2.5-207 ERCW Piping and IE Conduit Alignments R (Consolidated - Undrained) Silt and Clay Samples Natural Moisture Conte nt GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-507WATTS BAR WBNP-71Figure 2.5-208 Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-508WATTS BAR WBNP-71Figure 2.5-209 Type 1-Soft Shale Type 2-Hard Shale -Type 3 Limestone GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-509WATTS BAR WBNP-71Figure 2.5-210 Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-510WATTS BAR WBNP-71Figure 2.5-211 Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-511WATTS BAR WBNP-71Figure 2.5-212 Comparison of Moduli Obtained With Menard Pressuremeter and Birdwell 3D Sonic Logger GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-512WATTS BAR WBNP-71Figure 2.5-213 Influence Factors For Determining Stresses Below The Center of Flexible Circular Footing 10, 50, 100, and 200 F

t. in Diameter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-513WATTS BAR WBNP-71Figure 2.5-214 E ia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-514WATTS BAR WBNP-71Figure 2.5-215 Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-515WATTS BAR WBNP-71Figure 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 CONDITIONS2.5-516WATTS BAR WBNP-71Figure 2.5-217 Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-517WATTS BAR WBNP-71Figure 2.5-218 Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-518WATTS BAR WBNP-71Figure 2.5-219 Settlement of Face of Block R-10 (Point F, fig. 16)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-519WATTS BAR WBNP-50Figure 2.5-220 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-520WATTS BAR WBNP-89Figure 2.5-221 Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-521WATTS BAR WBNP-89Figure 2.5-221a Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-522WATTS BAR WBNP-89Figure 2.5-222 Borrow Investigation (Please See Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-523WATTS BAR WBNP-89Figure 2.5-223 Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-524WATTS BAR WBNP-89Figure 2.5-224 Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-525WATTS BAR WBNP-89Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-225 Main Plant Excavation & Backfill Category I Structures[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-526WATTS BAR WBNP-89Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-226 Main Plant Excavation & Backfill Category I Structures[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-527WATTS BAR WBNP-89Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-226a Excavation and Backfill Category I Structures[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-528WATTS BAR WBNP-89Figure 2.5-227 Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-529WATTS BAR WBNP-89Figure 2.5-228 Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-530WATTS BAR WBNP-89Figure 2.5-229 Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-531WATTS BAR WBNP-89Figure 2.5-230 Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-532WATTS BAR WBNP-89Figure 2.5-231 Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-533WATTS BAR WBNP-89Figure 2.5-232 Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-534WATTS BAR WBNP-89Figure 2.5-233 Soil Dynamics Diesel Generator Building Down Hole Seismic 8 Refraction Measurement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-535WATTS BAR WBNP-63Figure 2.5-233a Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-536WATTS BAR WBNP-63Figure 2.5-233b Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-537WATTS BAR WBNP-63Figure 2.5-233c Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-538WATTS BAR WBNP-63Figure 2.5-233d Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-539WATTS BAR WBNP-63Figure 2.5-233e In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-540WATTS BAR WBNP-63Figure 2.5-233f In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-541WATTS BAR WBNP-63Figure 2.5-233g Non-Plastic In Situ Soil - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-542WATTS BAR WBNP-63Figure 2.5-233h Non-Plastic In Situ Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-543WATTS BAR WBNP-63Figure 2.5-233i Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-544WATTS BAR WBNP-63Figure 2.5-233j Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-545WATTS BAR WBNP-63Figure 2.5-233k Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-546WATTS BAR WBNP-63Figure 2.5-234 Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-547WATTS BAR WBNP-63Figure 2.5-235 Compaction Test Borrow Areas (Family Of Curves)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-548WATTS BAR WBNP-63Figure 2.5-236A Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-549WATTS BAR WBNP-63Figure 2.5-236b Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-550WATTS BAR WBNP-63Figure 2.5-237 Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-551WATTS BAR WBNP-63Figure 2.5-238 Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-552WATTS BAR WBNP-28Figure 2.5-239 Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-553WATTS BAR WBNP-28Figure 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 CONDITIONS2.5-554WATTS BAR WBNP-28 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-555WATTS BAR WBNP-24Figure 2.5-241 ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-556WATTS BAR WBNP-24Figure 2.5-242 ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-557WATTS BAR WBNP-71Figure 2.5-243 Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-558WATTS BAR WBNP-24Figure 2.5-244 Borrow Area 4 Q - (Unconsolidated - Undrained) 95% STD Proctor Density 3% Above Optimum Moisture Remolded Sampl es GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-559WATTS BAR WBNP-24Figure 2.5-245 Watts Bar Nuclear Plant Borrow Area 4R - (Consolidate Undrained) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-560WATTS BAR WBNP-24Figure 2.5-246 Borrow Area 4 S -(Direct Shear) 95% STD Proctor Density 3% Below Optimum Moisture Remolded Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-561WATTS BAR WBNP-24Figure 2.5-247 Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-562WATTS BAR WBNP-24Figure 2.5-248 Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-563WATTS BAR WBNP-24Figure 2.5-249 Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-564WATTS BAR WBNP-24Figure 2.5-250 Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-565WATTS BAR WBNP-24Figure 2.5-251 Intake Channel Q - (Unconsolidated Undrained) Remolded Samples 95% SDT Proctor Density 4% Above Optimum Moistu re GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-566WATTS BAR WBNP-44Figure 2.5-252 Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-567WATTS BAR WBNP-28Figure 2.5-253 Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-568WATTS BAR WBNP-28Figure 2.5-254 Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-569WATTS BAR WBNP-28Figure 2.5-255 Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-570WATTS BAR WBNP-28Figure 2.5-256 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 656 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-571WATTS BAR WBNP-28Figure 2.5-257 Intake Channel - Lateral Excavation and Replacement Downstream Side of Intake Channel with Bedrock at 650 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-572WATTS BAR WBNP-28Figure 2.5-258 Intake Channel - Lateral Excavation and Replacement Upstream Reservoir End with Rockfill Placed at 665 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-573WATTS BAR WBNP-28Figure 2.5-259 Intake Channel - Lateral Excavation and Replacement Downstream Reservoir End With Rockfill Placed at El. 650 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-574WATTS BAR WBNP-44Figure 2.5-260 Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-575WATTS BAR WBNP-44Figure 2.5-261 Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-576WATTS BAR WBNP-44Figure 2.5-262 Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-577WATTS BAR WBNP-44Figure 2.5-263 Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-578WATTS BAR WBNP-44Figure 2.5-264 Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-579WATTS BAR WBNP-44Figure 2.5-265 Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-580WATTS BAR WBNP-44Figure 2.5-266 Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-581WATTS BAR WBNP-44Figure 2.5-267 Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-582WATTS BAR WBNP-62Figure 2.5-268 Soil Profile - Borrow Area 7, Boring PAH-9 (SS, PA, HA, TP, Boring)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-583WATTS BAR WBNP-44Figure 2.5-269 Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-584WATTS BAR WBNP-44Figure 2.5-270 Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-585WATTS BAR WBNP-44Figure 2.5-271 Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-586WATTS BAR WBNP-44Figure 2.5-272 Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-587WATTS BAR WBNP-50Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-273 Yard Category I ERCW Piping and Conduits Plan[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-588WATTS BAR WBNP-49Figure 2.5-274 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-589WATTS BAR WBNP-49Figure 2.5-275 Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-590WATTS BAR WBNP-49Figure 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 CONDITIONS2.5-591WATTS BAR WBNP-49Figure 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 CONDITIONS2.5-592WATTS BAR WBNP-49Figure 2.5-277 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-593WATTS BAR WBNP-49Figure 2.5-278 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-594WATTS BAR WBNP-49Figure 2.5-279 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-595WATTS BAR WBNP-50Figure 2.5-280 Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-596WATTS BAR WBNP-50Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-597WATTS BAR WBNP-50Figure 2.5-281 (Please see Figures DVD for Actual Figure) (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-598WATTS BAR WBNP-50Figure 2.5-282 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-599WATTS BAR WBNP-50Figure 2.5-283 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-600WATTS BAR WBNP-50Figure 2.5-283 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-601WATTS BAR WBNP-50Figure 2.5-284 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-602WATTS BAR WBNP-50Figure 2.5-285 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-603WATTS BAR WBNP-50Figure 2.5-285 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-604WATTS BAR WBNP-50Figure 2.5-286 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-605WATTS BAR WBNP-50Figure 2.5-286 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-606WATTS BAR WBNP-50Figure 2.5-287 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-607WATTS BAR WBNP-50Figure 2.5-287 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-608WATTS BAR WBNP-50Figure 2.5-288 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-609WATTS BAR WBNP-50Figure 2.5-289 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-610WATTS BAR WBNP-50Figure 2.5-289 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-611WATTS BAR WBNP-50Figure 2.5-290 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-612WATTS BAR WBNP-50Figure 2.5-291 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-613WATTS BAR WBNP-50Figure 2.5-292 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-614WATTS BAR WBNP-50Figure 2.5-292 Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-615WATTS BAR WBNP-50Figure 2.5-293 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-616WATTS BAR WBNP-50Figure 2.5-294 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-617WATTS BAR WBNP-50Figure 2.5-294 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-618WATTS BAR WBNP-50Figure 2.5-295 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-619WATTS BAR WBNP-50Figure 2.5-296 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-620WATTS BAR WBNP-50Figure 2.5-296 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-621WATTS BAR WBNP-50Figure 2.5-297 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-622WATTS BAR WBNP-50Figure 2.5-297 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-623WATTS BAR WBNP-50Figure 2.5-298 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-624WATTS BAR WBNP-50Figure 2.5-298 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-625WATTS BAR WBNP-50Figure 2.5-299 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-626WATTS BAR WBNP-50Figure 2.5-299 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-627WATTS BAR WBNP-50Figure 2.5-300 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-628WATTS BAR WBNP-50Figure 2.5-300 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-629WATTS BAR WBNP-50Figure 2.5-301 Soil Profile

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-630WATTS BAR WBNP-50Figure 2.5-302 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-631WATTS BAR WBNP-50Figure 2.5-302 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-632WATTS BAR WBNP-50Figure 2.5-303 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-633WATTS BAR WBNP-50Figure 2.5-303 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-634WATTS BAR WBNP-50Figure 2.5-304 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-635WATTS BAR WBNP-50Figure 2.5-304 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-636WATTS BAR WBNP-50Figure 2.5-305 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-637WATTS BAR WBNP-50Figure 2.5-305 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-638WATTS BAR WBNP-50Figure 2.5-306 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-639WATTS BAR WBNP-50Figure 2.5-307 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-640WATTS BAR WBNP-50Figure 2.5-307 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-641WATTS BAR WBNP-63Figure 2.5-308 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-642WATTS BAR WBNP-50Figure 2.5-308 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-643WATTS BAR WBNP-50Figure 2.5-309 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-644WATTS BAR WBNP-50Figure 2.5-310 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-645WATTS BAR WBNP-50Figure 2.5-311 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-646WATTS BAR WBNP-50Figure 2.5-312 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-647WATTS BAR WBNP-50Figure 2.5-313 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-648WATTS BAR WBNP-50Figure 2.5-314 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-649WATTS BAR WBNP-50Figure 2.5-315 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-650WATTS BAR WBNP-50Figure 2.5-316 Soil Profile (Sheet 1 of 1)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-651WATTS BAR WBNP-50Figure 2.5-317 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-652WATTS BAR WBNP-50Figure 2.5-318 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-653WATTS BAR WBNP-50Figure 2.5-319 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-654WATTS BAR WBNP-50Figure 2.5-320 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-655WATTS BAR WBNP-50Figure 2.5-321 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-656WATTS BAR WBNP-50Figure 2.5-321 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-657WATTS BAR WBNP-50Figure 2.5-322 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-658WATTS BAR WBNP-50Figure 2.5-323 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-659WATTS BAR WBNP-50Figure 2.5-324 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-660WATTS BAR WBNP-50Figure 2.5-325 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-661WATTS BAR WBNP-50Figure 2.5-326 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-662WATTS BAR WBNP-50Figure 2.5-326 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-663WATTS BAR WBNP-50Figure 2.5-327 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-664WATTS BAR WBNP-50Figure 2.5-327 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-665WATTS BAR WBNP-50Figure 2.5-328 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-666WATTS BAR WBNP-50Figure 2.5-328 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-667WATTS BAR WBNP-50Figure 2.5-329 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-668WATTS BAR WBNP-50Figure 2.5-330 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-669WATTS BAR WBNP-50Figure 2.5-330 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-670WATTS BAR WBNP-63Figure 2.5-331 Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-671WATTS BAR WBNP-50Figure 2.5-332 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-672WATTS BAR WBNP-50Figure 2.5-332 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-673WATTS BAR WBNP-50Figure 2.5-333 Soil Profile (Sheet 1of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-674WATTS BAR WBNP-50Figure 2.5-333 Soil Profile (Sheet 2of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-675WATTS BAR WBNP-50Figure 2.5-334 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-676WATTS BAR WBNP-50Figure 2.5-334 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-677WATTS BAR WBNP-50Figure 2.5-335 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-678WATTS BAR WBNP-50Figure 2.5-335 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-679WATTS BAR WBNP-50Figure 2.5-336 Soil Profile (Sheet 1 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-680WATTS BAR WBNP-50Figure 2.5-336 Soil Profile (Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-681WATTS BAR WBNP-50Figure 2.5-337 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-682WATTS BAR WBNP-50Figure 2.5-338 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-683WATTS BAR WBNP-50Figure 2.5-339 ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-684WATTS BAR WBNP-50Figure 2.5-340 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-685WATTS BAR WBNP-50Figure 2.5-341 ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-686WATTS BAR WBNP-50Figure 2.5-342 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-687WATTS BAR WBNP-50Figure 2.5-343 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-688WATTS BAR WBNP-50Figure 2.5-344 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-689WATTS BAR WBNP-50Figure 2.5-345 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-690WATTS BAR WBNP-50Figure 2.5-346 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-691WATTS BAR WBNP-50Figure 2.5-347 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-692WATTS BAR WBNP-50Figure 2.5-348 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-693WATTS BAR WBNP-50Figure 2.5-349 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-694WATTS BAR WBNP-50Figure 2.5-350 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-695WATTS BAR WBNP-50Figure 2.5-351 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-696WATTS BAR WBNP-50Figure 2.5-352 Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-697WATTS BAR WBNP-50Figure 2.5-353 Results Of Stress Controlled Cyclic Triaxial Tests On ERCW Route Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-698WATTS BAR WBNP-50Figure 2.5-354 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-699WATTS BAR WBNP-50Figure 2.5-355 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-700WATTS BAR WBNP-50Figure 2.5-356 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-701WATTS BAR WBNP-50Figure 2.5-357 Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-702WATTS BAR WBNP-63Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-358 Additional Soil Investigations Category I Soil Supported Structures[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-703WATTS BAR WBNP-50Figure 2.5-359 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-704WATTS BAR WBNP-50Figure 2.5-360 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-695WATTS BAR WBNP-50Figure 2.5-361 Category I Soil Supported Structures Soil Investigation

2.5-696GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-362 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-697WATTS BAR WBNP-50Figure 2.5-363 Category I Soil Supported Structures Soil Investigation 2.5-698GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-364 Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-699WATTS BAR WBNP-50Figure 2.5-365 Category I Supported Structures S-Direct Shear Test Remolded Basal Gravel 2.5-700GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-366 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-701WATTS BAR WBNP-50Figure 2.5-367 Soil Supported Structures 2.5-702GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-368 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-703WATTS BAR WBNP-50Figure 2.5-369 Soil Supported Structures 2.5-704GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-370 Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-705WATTS BAR WBNP-50Figure 2.5-371 Soil Supported Structures 2.5-706GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-372 Gravel Boring No. 125 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-707WATTS BAR WBNP-50Figure 2.5-373 Gravel Boring No. 129 2.5-708GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-374 Watts Bar Nuclear Plant Category I Soil Supported Structures Q - ( Unconsolidated - Undrained)Test Fine Grained Soils (Undisturbed Samples)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-709WATTS BAR WBNP-50Figure 2.5-375 Watts Bar Nuclear Plant Category I Soil Supported Structures R (Total) - ( Consolidated - Undrained)Test Fine Grained Soils (Undisturbed Samples) 2.5-710GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-376 Watts Bar Nuclear Plant Category I Soil Supported Structure R (Effective) - (Consolidated -Undrained) Test Fine Grained Soils (Undisturbed Samples)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-711WATTS BAR WBNP-50Figure 2.5-377 Soil Profile 2.5-712GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-378 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-713WATTS BAR WBNP-50Figure 2.5-379 Soil Profile 2.5-714GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-380 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-715WATTS BAR WBNP-50Figure 2.5-381 Soil Profile 2.5-716GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-382 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-717WATTS BAR WBNP-50Figure 2.5-383 Soil Profile(Sheet 1 of 2) 2.5-718GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-383 Soil Profile(Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-719WATTS BAR WBNP-50Figure 2.5-384 Soil Profile(Sheet 1 of 2) 2.5-720GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-384 Soil Profile(Sheet 2 of 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-721WATTS BAR WBNP-50Figure 2.5-385 Soil Profile 2.5-722GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-386 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-723WATTS BAR WBNP-50Figure 2.5-387 Soil Profile 2.5-724GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-388 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-725WATTS BAR WBNP-50Figure 2.5-389 Soil Profile 2.5-726GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-390 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-727WATTS BAR WBNP-50Figure 2.5-391a Soil Profile 2.5-728GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-392 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-729WATTS BAR WBNP-50Figure 2.5-393 Soil Profile 2.5-730GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-394 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-731WATTS BAR WBNP-50Figure 2.5-395 Soil Profile 2.5-732GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-396 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-733WATTS BAR WBNP-50Figure 2.5-397 Soil Profile 2.5-734GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-398 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-735WATTS BAR WBNP-50Figure 2.5-399 Soil Profile 2.5-736GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-62Figure 2.5-400 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-737WATTS BAR WBNP-62Figure 2.5-401 Soil Profile 2.5-738GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-62 vFigure 2.5-402 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-739WATTS BAR WBNP-50Figure 2.5-403 Soil Profile 2.5-740GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-404 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-741WATTS BAR WBNP-50Figure 2.5-405 Soil Profile 2.5-742GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-406 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-743WATTS BAR WBNP-50Figure 2.5-407 Soil Profile 2.5-744GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-408 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-745WATTS BAR WBNP-50Figure 2.5-409 Soil Profile 2.5-746GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-410 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-747WATTS BAR WBNP-50Figure 2.5-411 Soil Profile 2.5-748GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-412 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-749WATTS BAR WBNP-50Figure 2.5-413 Soil Profile 2.5-750GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-414 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-751WATTS BAR WBNP-50Figure 2.5-415 Soil Profile 2.5-752GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-416 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-753WATTS BAR WBNP-50Figure 2.5-417 Soil Profile 2.5-754GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-418 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-755WATTS BAR WBNP-50Figure 2.5-419 Soil Profile 2.5-756GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-420 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-757WATTS BAR WBNP-50Figure 2.5-421 Soil Profile 2.5-758GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-422 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-759WATTS BAR WBNP-50Figure 2.5-423 Soil Profile 2.5-760GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-424 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-761WATTS BAR WBNP-50Figure 2.5-425 Soil Profile 2.5-762GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-426 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-763WATTS BAR WBNP-50Figure 2.5-427 Soil Profile 2.5-764GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-428 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-765WATTS BAR WBNP-50Figure 2.5-429 Soil Profile 2.5-766GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-430 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-767WATTS BAR WBNP-50Figure 2.5-431 Soil Profile 2.5-768GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50 vFigure 2.5-432 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-769WATTS BAR WBNP-50Figure 2.5-433 Soil Profile 2.5-770GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-434 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-771WATTS BAR WBNP-50Figure 2.5-435 Soil Profile 2.5-772GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-436 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-773WATTS BAR WBNP-50Figure 2.5-437 Soil Profile 2.5-774GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-438 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-775WATTS BAR WBNP-50Figure 2.5-439 Soil Profile 2.5-776GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-440 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-777WATTS BAR WBNP-50Figure 2.5-441 Soil Profile 2.5-778GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-442 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-779WATTS BAR WBNP-50Figure 2.5-443 Soil Profile 2.5-780GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-444 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-781WATTS BAR WBNP-50Figure 2.5-445 Soil Profile 2.5-782GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-446 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-783WATTS BAR WBNP-50Figure 2.5-447 Soil Profile 2.5-784GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-448 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-785WATTS BAR WBNP-50Figure 2.5-449 Soil Profile 2.5-786GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-450 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-787WATTS BAR WBNP-50Figure 2.5-451 Soil Profile 2.5-788GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-452 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-789WATTS BAR WBNP-50Figure 2.5-453 Soil Profile 2.5-790GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-454 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-791WATTS BAR WBNP-50Figure 2.5-455 Soil Profile 2.5-792GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-456 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-793WATTS BAR WBNP-50Figure 2.5-457 Soil Profile 2.5-794GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-458 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-795WATTS BAR WBNP-50Figure 2.5-459 Soil Profile 2.5-796GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-460 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-797WATTS BAR WBNP-50Figure 2.5-461 Soil Profile 2.5-798GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50 vFigure 2.5-462 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-799WATTS BAR WBNP-50Figure 2.5-463 Soil Profile 2.5-800GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-464 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-801WATTS BAR WBNP-50Figure 2.5-465 Soil Profile 2.5-802GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-466 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-803WATTS BAR WBNP-50Figure 2.5-467 Soil Profile 2.5-804GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-468 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-805WATTS BAR WBNP-50Figure 2.5-469 Soil Profile 2.5-806GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-470 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-807WATTS BAR WBNP-50Figure 2.5-471 Soil Profile 2.5-808GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-472 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-809WATTS BAR WBNP-50Figure 2.5-473 Soil Profile 2.5-810GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-474 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-811WATTS BAR WBNP-50Figure 2.5-475 Soil Profile 2.5-812GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-476 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-813WATTS BAR WBNP-50Figure 2.5-477 Soil Profile 2.5-814GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-478 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-815WATTS BAR WBNP-50Figure 2.5-479 Soil Profile 2.5-816GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-480 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-817WATTS BAR WBNP-50Figure 2.5-481 Soil Profile 2.5-818GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-482 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-819WATTS BAR WBNP-50Figure 2.5-483 Soil Profile 2.5-820GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-484 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-821WATTS BAR WBNP-50Figure 2.5-485 Soil Profile 2.5-822GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-486 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-823WATTS BAR WBNP-50Figure 2.5-487 Soil Profile 2.5-824GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-488 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-825WATTS BAR WBNP-50Figure 2.5-489 Soil Profile 2.5-826GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-490 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-827WATTS BAR WBNP-50Figure 2.5-491 Soil Profile 2.5-828GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50 vFigure 2.5-492 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-829WATTS BAR WBNP-50Figure 2.5-493 Soil Profile 2.5-830GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-494 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-831WATTS BAR WBNP-50Figure 2.5-495 Soil Profile 2.5-832GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-496 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-833WATTS BAR WBNP-50Figure 2.5-497 Soil Profile 2.5-834GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-498 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-835WATTS BAR WBNP-50Figure 2.5-499 Soil Profile 2.5-836GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-500 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-837WATTS BAR WBNP-50Figure 2.5-501 Soil Profile 2.5-838GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-502 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-839WATTS BAR WBNP-50Figure 2.5-503 Soil Profile 2.5-840GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-504 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-841WATTS BAR WBNP-50Figure 2.5-505 Soil Profile 2.5-842GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-506 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-843WATTS BAR WBNP-50Figure 2.5-507 Soil Profile 2.5-844GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-508 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-845WATTS BAR WBNP-50Figure 2.5-509 Soil Profile 2.5-846GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-510 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-847WATTS BAR WBNP-50Figure 2.5-511 Soil Profile 2.5-848GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-512 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-849WATTS BAR WBNP-50Figure 2.5-513 Soil Profile 2.5-850GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-514 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-851WATTS BAR WBNP-50Figure 2.5-515 Soil Profile 2.5-852GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-516 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-853WATTS BAR WBNP-50Figure 2.5-517 Soil Profile 2.5-854GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-518 Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-855WATTS BAR WBNP-50Figure 2.5-519 Soil Profile 2.5-856GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-520 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R - (Consolidated -Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-857WATTS BAR WBNP-50Figure 2.5-521 Watts Bar Nuclear Plant Underground Barrier Trench A Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content 2.5-858GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-522 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated - Undrained) 95% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-859WATTS BAR WBNP-50 vFigure 2.5-523 Watts Bar Nuclear Plant Underground Barrier Trench B Backfill R ( Consolidated -Undrained) 100% STD Proctor Density (ASTM D698) 3% Below Optimum Moisture Content 2.5-860GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-524 ERCW Liquefaction Trench A Borrow GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-861WATTS BAR WBNP-50Figure 2.5-525 ERCW Liquefaction Trench A Supplemental Borrow 2.5-862GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-526 ERCW Liquefaction Trench B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-863WATTS BAR WBNP-50Figure 2.5-527 ERCW Liquefaction Borrow Area 9 2.5-864GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-528 ERCW Liquefaction Borrow Area 10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-865WATTS BAR WBNP-50Figure 2.5-529 ERCW Liquefaction Borrow Area 11 2.5-866GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-530 ERCW Liquefaction Borrow Area 12 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-867WATTS BAR WBNP-50Figure 2.5-531 ERCW Liquefaction Borrow Area 13 2.5-868GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-532 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-869WATTS BAR WBNP-50Figure 2.5-533 ERCW Liquefaction Borrow Area 2C 2.5-870GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-534 ERCW Liquefaction Trench A GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-871WATTS BAR WBNP-50Figure 2.5-535 ERCW Liquefaction Trench A Supplemental Borrow 2.5-872GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-536 ERCW Liquefaction Trench B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-873WATTS BAR WBNP-50Figure 2.5-537 ERCW Liquefaction Borrow Area 9 2.5-874GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-538 ERCW Liquefaction Borrow Area 10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-875WATTS BAR WBNP-50Figure 2.5-539 ERCW Liquefaction Borrow Area 11 2.5-876GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-540 ERCW Liquefaction Borrow Area 12 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-877WATTS BAR WBNP-50Figure 2.5-541 ERCW Liquefaction Borrow Area 13 2.5-878GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-542 ERCW Liquefaction Borrow Area 2C GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-879WATTS BAR WBNP-50Figure 2.5-543 ERCW Liquefaction Borrow Area 2C 2.5-880GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-544 Watts Bar Nuclear Plant Granular Fill (1032) Q-(Unconsolidated-Undrained) 70% Relative Density (ASTM D2049)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-881WATTS BAR WBNP-50Figure 2.5-545 Watts Bar Nuclear Plant Granular Fill (1032) S-Direct Shear 70% Relative Density (ASTM 02049) 2.5-882GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-546 Watts Bar Nuclear Plant Granular Fill (1032) Q- (Unconsolidated - Undrained) 80% Relative Density (ASTM D2049)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-883WATTS BAR WBNP-50Figure 2.5-547 Watts Bar Nuclear Plant Granular Fill (1032) R- (Consolidated-Undrained) S-Direct: Shear 80% Relative Density (ASTM D2049) 2.5-884GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-548 Summary. of Granular Fill Test Data -Relacive"Density Diesel Generator Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-885WATTS BAR WBNP-50Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 1 of 4) 2.5-886GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 2 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-887WATTS BAR WBNP-50Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 3 of 4) 2.5-888GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-549 ERCW Pipeline Section A-A (Please see Figures DVD for Actual Figure) (Sheet 4 of 4)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-889WATTS BAR WBNP-50Figure 2.5-550 ERCU Pipeline Section B-B (Please see Figures DVD for Actual Figure) 2.5-890GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-551 ERCU Pipeline Section C-C (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-891WATTS BAR WBNP-50Figure 2.5-552 ERCW Pipeline Section D-D 2.5-892GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-553 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-893WATTS BAR WBNP-50Figure 2.5-554 Category I Electrical Conduits Section F-F (Please see Figures DVD for Actual Figure)(Sheet 1 of 2) 2.5-894GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-554 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 CONDITIONS2.5-895WATTS BAR WBNP-50Figure 2.5-555 Category I Electrical Conduits Section G-G (Please see Figures DVD for Actual Figure) 2.5-896GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-556 Category I Electrical Conduits Section H-H (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-897WATTS BAR WBNP-50Figure 2.5-557 Class IE Conduit 2.5-898GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-558 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-899WATTS BAR WBNP-50Figure 2.5-559 Class IE Conduit 2.5-900GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-560 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-901WATTS BAR WBNP-50Figure 2.5-561 Class IE Conduit 2.5-902GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-562 Class IE Conduit GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-903WATTS BAR WBNP-50Figure 2.5-563 Class IE Conduit 2.5-904GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-564 ERCU & HPFP System GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-905WATTS BAR WBNP-50Figure 2.5-565 ERCU & HPFP System 2.5-906GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-63Figure 2.5-566 Intake Channel Grain Size Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-907WATTS BAR WBNP-50Figure 2.5-567 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1009 RO 2.5-908GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-568 ERCW Piping System - Generalized Profile TVA DWG NO. 604K1010 RO GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-909WATTS BAR WBNP-50Figure 2.5-569 One-Dimensional Soil Profile Used for Liquefaction Evaluation 2.5-910GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONSWATTS BAR WBNP-50Figure 2.5-570 Comparison of Induced Shear Stress and Shear Stress Required to Cause 5% Strain and Resulting Factors Of Safety With Depth Below Ground Surface GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-921WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-922WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-923WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-924WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-925WATTS BAR WBNP-50Figure 2.5-572 ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-926WATTS BAR WBNP-50Figure 2.5-573 (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-927WATTS BAR WBNP-50Figure 2.5-574 ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-928WATTS BAR WBNP-50Figure 2.5-575 ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-929WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-930WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-931WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-932WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-933WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-934WATTS BAR WBNP-50Figure 2.5-580 Yard Underground Barriers for Potential Soil LiquefactionTVA DWGNO. 10N213-1 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-935WATTS BAR WBNP-59Figure 2.5-581 Yard Underground Barriers for Potential Soil LiquefactionTVA DWGNO. 10N213-2 R6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-936WATTS BAR WBNP-50Figure 2.5-582 Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-937WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-938WATTS BAR WBNP-59Figure 2.5-584 Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-939WATTS BAR WBNP-50Figure 2.5-585 Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-940WATTS BAR WBNP-50Figure 2.5-586 Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-941WATTS BAR WBNP-50Figure 2.5-587 Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-942WATTS BAR WBNP-50Figure 2.5-588 Maximum Settlement -Auxiliary Building Settlement Station 10; MinimumSettlement -Auxiliary Building Settlement Station 20 (1973-1982)(Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-943WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-944WATTS BAR WBNP-50Figure 2.5-590 General Location Of Relative Movement DetectorsTVA DWG NO. 10N203-3 R1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-945WATTS BAR WBNP-50Figure 2.5-591 Watts Bar Dam Probability Distribution: November - March Rainfall Period 1940 - 1983 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-946WATTS BAR WBNP-50Security Information Withheld under 10CFR 2.390(d)(1)

[s5]SECURITY SENSITIVEFigure 2.5-592 Yard ERCW Pipeline EST. 25-YR High Water Table[e5]

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-947WATTS BAR WBNP-50Figure 2.5-593 Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-948WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-949WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-950WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-951WATTS BAR WBNP-50Figure 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 CONDITIONS2.5-952WATTS BAR WBNP-59Figure 2.5-598 Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-953WATTS BAR WBNP-59Figure 2.5-599 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-954WATTS BAR WBNP-59Figure 2.5-600 Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-955WATTS BAR WBNP-59Figure 2.5-601 Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-956WATTS BAR WBNP-59Figure 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 CONDITIONS2.5-957WATTS BAR WBNP-59Figure 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 CONDITIONS2.5-958WATTS BAR WBNP-59Figure 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 CONDITIONS2.5-959WATTS BAR WBNP-59Figure 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 CONDITIONS2.5-960WATTS BAR WBNP-59Figure 2.5-606 Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-961WATTS BAR WBNP-59Figure 2.5-607 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-962WATTS BAR WBNP-63Figure 2.5-608 Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-963WATTS BAR WBNP-63Figure 2.5-609 Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS2.5-964WATTS BAR WBNP-59Figure 2.5-610 Summary of Granular Fill Test Data - Relative Density