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{{#Wiki_filter:GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
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==SUMMARY==
OF FOUNDATION CONDITIONS2.5-469WATTS 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 CONDITIONS2.5-470WATTS 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 CONDITIONS2.5-471WATTS BAR WBNP-33Figure 2.5-183  Earthquake Listing List of References GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-472WATTS BAR WBNP-33Figure 2.5-184  Earthquake Listing Notes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-473WATTS BAR WBNP-50Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-185  Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-474WATTS BAR WBNP-89Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-185a  Yard Soil Borings Location Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-475WATTS BAR WBNP-89Figure 2.5-186  Transformer Yard & Switchyard Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-476WATTS BAR WBNP-89Figure 2.5-187  Cooling Towers Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-477WATTS BAR WBNP-89Figure 2.5-188  Pumping Station Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-478WATTS BAR WBNP-89Figure 2.5-189  Office & Service Building Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-479WATTS BAR WBNP-63Figure 2.5-190  Diesel Generator Building Sections AA & BB Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-480WATTS BAR WBNP-63Figure 2.5-191  Essential Cooling Water Supply Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-481WATTS BAR WBNP-63Figure 2.5-192  Intake Channel, Section DD Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-482WATTS BAR WBNP-63Figure 2.5-193  Intake Channel, Section EE Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-483WATTS BAR WBNP-63Figure 2.5-194  Intake Channel, Section CC Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-484WATTS BAR WBNP-63Figure 2.5-195  Intake Channel, Section FF Foundation Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-485WATTS BAR WBNP-63Figure 2.5-196  Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-486WATTS BAR WBNP-63Figure 2.5-197  Class IE Conduits Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-487WATTS BAR WBNP-24Figure 2.5-198  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-488WATTS BAR WBNP-24Figure 2.5-199  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-489WATTS BAR WBNP-24Figure 2.5-200  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-490WATTS BAR WBNP-24Figure 2.5-201  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-491WATTS BAR WBNP-24Figure 2.5-202  Soil Investigation Borings For ERCW & HPFP Systems GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-492WATTS BAR WBNP-24Figure 2.5-203  Intake Channel Trench GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-493WATTS BAR WBNP-24Figure 2.5-204  Intake Channel Test 1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-494WATTS BAR WBNP-24Figure 2.5-205  Intake Channel Strength Evaluation Test 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-495WATTS BAR WBNP-24Figure 2.5-206  Class IE Conduit Alignment Q (Unconsolidated, Undrained, Undisturbed) Samples.
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-496WATTS 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 CONDITIONS2.5-497WATTS BAR WBNP-71Figure 2.5-208  Class IE Conduit Alignment S-Direct Shear GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-498WATTS 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 CONDITIONS2.5-499WATTS BAR WBNP-71Figure 2.5-210  Location of Test Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-500WATTS BAR WBNP-71Figure 2.5-211  Deformation Moduli From Menard Pressuremeter Tests GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-501WATTS 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 CONDITIONS2.5-502WATTS 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 CONDITIONS2.5-503WATTS BAR WBNP-71Figure 2.5-214  E ia For Holes Tested With Menard Pressuremeter GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-504WATTS BAR WBNP-71Figure 2.5-215  Settlement at Center of Flexible Circular Footing Loaded With SKSF GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-505WATTS 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 CONDITIONS2.5-506WATTS BAR WBNP-71Figure 2.5-217  Distribution of Deformation Moduli For 10 Foot Diameter Footings GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-507WATTS BAR WBNP-71Figure 2.5-218  Simplified Plan of Lock foundation Showing Location of Modulus Calculations GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-508WATTS 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 CONDITIONS2.5-509WATTS BAR WBNP-50Figure 2.5-220  Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-510WATTS BAR WBNP-89Figure 2.5-221  Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-511WATTS BAR WBNP-89Figure 2.5-221a  Yard Soil Investigations Borrow Soils GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-512WATTS BAR WBNP-89Figure 2.5-222  Borrow Investigation (Please See Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-513WATTS BAR WBNP-89Figure 2.5-223  Additional Borrow Exploration GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-514WATTS BAR WBNP-89Figure 2.5-224  Additional Borrow Area 4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-515WATTS BAR WBNP-89Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-225  Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-516WATTS BAR WBNP-89Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-226  Main Plant Excavation & Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-517WATTS BAR WBNP-89Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-226a  Excavation and Backfill Category I Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-518WATTS BAR WBNP-89Figure 2.5-227  Typical In-Situ Soil Dynamics Measurements Layout & Section GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-519WATTS BAR WBNP-89Figure 2.5-228  Soil Dynamics Intake Channel Station 13 + 26E, 21 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-520WATTS BAR WBNP-89Figure 2.5-229  Soil Dynamics Intake Channel Station 14 + 27E, 24 + l2S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-521WATTS BAR WBNP-89Figure 2.5-230  Soil Dynamics Intake Channel Station 12 + 67E, 25 + 32S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-522WATTS BAR WBNP-89Figure 2.5-231  Soil Dynamics Intake Channel Station 10 + 07E, 23 + 53S GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-523WATTS BAR WBNP-89Figure 2.5-232  Seismic Refraction Dynamic Properties Intake Channel GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-524WATTS 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 CONDITIONS2.5-525WATTS BAR WBNP-63Figure 2.5-233a  Class A Backfill -Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-526WATTS BAR WBNP-63Figure 2.5-233b  Class A Backfill -Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-527WATTS BAR WBNP-63Figure 2.5-233c  Crushed Stone Backfill - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-528WATTS BAR WBNP-63Figure 2.5-233d  Crushed Stone Backfill - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-529WATTS BAR WBNP-63Figure 2.5-233e  In Situ Cohesive Soils - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-530WATTS BAR WBNP-63Figure 2.5-233f  In Situ Cohesive Soils - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-531WATTS 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 CONDITIONS2.5-532WATTS 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 CONDITIONS2.5-533WATTS BAR WBNP-63Figure 2.5-233i  Basal Gravel - Shear Modulus Reduction with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-534WATTS BAR WBNP-63Figure 2.5-233j  Basal Gravel - Damping Ratio Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-535WATTS BAR WBNP-63Figure 2.5-233k  Weathered Shale - Shear Modulus and Damping Variation with Shear Strain GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-536WATTS BAR WBNP-63Figure 2.5-234  Main Plant Borrow Areas, Moisture - Penetration Test GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-537WATTS BAR WBNP-63Figure 2.5-235  Compaction Test Borrow Areas (Family Of Curves)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-538WATTS BAR WBNP-63Figure 2.5-236A  Operating Basis Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-539WATTS BAR WBNP-63Figure 2.5-236b  Safe Shutdown Earthquake Response Spectra For Rock Support Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-540WATTS BAR WBNP-63Figure 2.5-237  Intake Channel Seismic Stability Analysis GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-541WATTS BAR WBNP-63Figure 2.5-238  Static Design Case 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-542WATTS BAR WBNP-28Figure 2.5-239  Intake Channel-Lateral Excavation & Replacement GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-543WATTS 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 CONDITIONS2.5-544WATTS BAR WBNP-28THIS PAGE INTENTIONALLY BLANK GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-545WATTS BAR WBNP-24Figure 2.5-241  ERCW Piping Alignment Q (Unconsolidated Undrained - Undisturbed Samples)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-546WATTS BAR WBNP-24Figure 2.5-242  ERCW Piping Alignment S (Direct Shear) Undisturbed Samples GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-547WATTS BAR WBNP-71Figure 2.5-243  Deleted by Amendment 71 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-548WATTS 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 CONDITIONS2.5-549WATTS 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 CONDITIONS2.5-550WATTS 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 CONDITIONS2.5-551WATTS BAR WBNP-24Figure 2.5-247  Intake Channel Q - (Unconsolidated - Undrained - Undisturbed Samples) Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-552WATTS BAR WBNP-24Figure 2.5-248  Intake Channel Q - (Unconsolidated-Undrained) Undisturded Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-553WATTS BAR WBNP-24Figure 2.5-249  Intake Channel R - (Consolidated-Undrained) Undisturbed Samples Silty Sands GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-554WATTS BAR WBNP-24Figure 2.5-250  Intake Channel R - (Consolidated-Undrained) - Undisturbed Samples Lean Clays GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-555WATTS 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 CONDITIONS2.5-556WATTS BAR WBNP-44Figure 2.5-252  Site Studies Intake Channel Additional Soils Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-557WATTS BAR WBNP-28Figure 2.5-253  Intake Channel Additional Soil Investigation Section AA GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-558WATTS BAR WBNP-28Figure 2.5-254  Intake Channel Additional Soil Investigation Section BB GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-559WATTS BAR WBNP-28Figure 2.5-255  Intake Channel Additional Soil Investigation Section CC GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-560WATTS 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 CONDITIONS2.5-561WATTS 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 CONDITIONS2.5-562WATTS 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 CONDITIONS2.5-563WATTS 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 CONDITIONS2.5-564WATTS BAR WBNP-44Figure 2.5-260  Soil Profile - Borrow Area 7, Boring PAH-1 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-565WATTS BAR WBNP-44Figure 2.5-261  Soil Profile - Borrow Area 7, Boring PAH-2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-566WATTS BAR WBNP-44Figure 2.5-262  Soil Profile - Borrow Area 7, Boring PAH-3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-567WATTS BAR WBNP-44Figure 2.5-263  Soil Profile - Borrow Area 7, Boring PAH-4 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-568WATTS BAR WBNP-44Figure 2.5-264  Soil Profile - Borrow Area 7, Boring PAH-5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-569WATTS BAR WBNP-44Figure 2.5-265  Soil Profile - Borrow Area 7, Boring PAH-6 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-570WATTS BAR WBNP-44Figure 2.5-266  Soil Profile - Borrow Area 7, Boring PAH-7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-571WATTS BAR WBNP-44Figure 2.5-267  Soil Profile - Borrow Area 7, Boring PAH-8 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-572WATTS 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 CONDITIONS2.5-573WATTS BAR WBNP-44Figure 2.5-269  Soil Profile - Borrow Area 7, Boring PAH-10 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-574WATTS BAR WBNP-44Figure 2.5-270  Soil Profile - Borrow Area 7, Boring PAH-11 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-575WATTS BAR WBNP-44Figure 2.5-271  Compaction Test (Family of Curves) - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-576WATTS BAR WBNP-44Figure 2.5-272  Moisture - Penetration Test - Borrow Area 7 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-577WATTS BAR WBNP-50Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-273  Yard Category I ERCW Piping and Conduits Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-578WATTS BAR WBNP-49Figure 2.5-274  Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-579WATTS BAR WBNP-49Figure 2.5-275  Soil Profile (SS, PA, HA, TP, Boring) 1E Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-580WATTS 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 CONDITIONS2.5-581WATTS 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 CONDITIONS2.5-582WATTS BAR WBNP-49Figure 2.5-277  Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-583WATTS BAR WBNP-49Figure 2.5-278  Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-584WATTS BAR WBNP-49Figure 2.5-279  Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-585WATTS BAR WBNP-50Figure 2.5-280  Soil Profile (SS, PA, HA, TP, Boring) ID Conduit Banks GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-586WATTS 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 CONDITIONS2.5-587WATTS 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 CONDITIONS2.5-588WATTS BAR WBNP-50Figure 2.5-282  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-589WATTS BAR WBNP-50Figure 2.5-283  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-590WATTS BAR WBNP-50Figure 2.5-283  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-591WATTS BAR WBNP-50Figure 2.5-284  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-592WATTS BAR WBNP-50Figure 2.5-285  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-593WATTS BAR WBNP-50Figure 2.5-285  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-594WATTS BAR WBNP-50Figure 2.5-286  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-595WATTS BAR WBNP-50Figure 2.5-286  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-596WATTS BAR WBNP-50Figure 2.5-287  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-597WATTS BAR WBNP-50Figure 2.5-287  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-598WATTS BAR WBNP-50Figure 2.5-288  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-599WATTS BAR WBNP-50Figure 2.5-289  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-600WATTS BAR WBNP-50Figure 2.5-289  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-601WATTS BAR WBNP-50Figure 2.5-290  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-602WATTS BAR WBNP-50Figure 2.5-291  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-603WATTS BAR WBNP-50Figure 2.5-292  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-604WATTS BAR WBNP-50Figure 2.5-292  Soil Profile (Sheet 2 of 2 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-605WATTS BAR WBNP-50Figure 2.5-293  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-606WATTS BAR WBNP-50Figure 2.5-294  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-607WATTS BAR WBNP-50Figure 2.5-294  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-608WATTS BAR WBNP-50Figure 2.5-295  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-609WATTS BAR WBNP-50Figure 2.5-296  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-610WATTS BAR WBNP-50Figure 2.5-296  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-611WATTS BAR WBNP-50Figure 2.5-297  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-612WATTS BAR WBNP-50Figure 2.5-297  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-613WATTS BAR WBNP-50Figure 2.5-298  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-614WATTS BAR WBNP-50Figure 2.5-298  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-615WATTS BAR WBNP-50Figure 2.5-299  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-616WATTS BAR WBNP-50Figure 2.5-299  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-617WATTS BAR WBNP-50Figure 2.5-300  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-618WATTS BAR WBNP-50Figure 2.5-300  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-619WATTS BAR WBNP-50Figure 2.5-301  Soil Profile
 
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-620WATTS BAR WBNP-50Figure 2.5-302  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-621WATTS BAR WBNP-50Figure 2.5-302  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-622WATTS BAR WBNP-50Figure 2.5-303  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-623WATTS BAR WBNP-50Figure 2.5-303  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-624WATTS BAR WBNP-50Figure 2.5-304  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-625WATTS BAR WBNP-50Figure 2.5-304  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-626WATTS BAR WBNP-50Figure 2.5-305  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-627WATTS BAR WBNP-50Figure 2.5-305  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-628WATTS BAR WBNP-50Figure 2.5-306  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-629WATTS BAR WBNP-50Figure 2.5-307  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-630WATTS BAR WBNP-50Figure 2.5-307  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-631WATTS BAR WBNP-63Figure 2.5-308  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-632WATTS BAR WBNP-50Figure 2.5-308  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-633WATTS BAR WBNP-50Figure 2.5-309  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-634WATTS BAR WBNP-50Figure 2.5-310  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-635WATTS BAR WBNP-50Figure 2.5-311  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-636WATTS BAR WBNP-50Figure 2.5-312  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-637WATTS BAR WBNP-50Figure 2.5-313  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-638WATTS BAR WBNP-50Figure 2.5-314  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-639WATTS BAR WBNP-50Figure 2.5-315  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-640WATTS BAR WBNP-50Figure 2.5-316  Soil Profile (Sheet 1 of 1)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-641WATTS BAR WBNP-50Figure 2.5-317  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-642WATTS BAR WBNP-50Figure 2.5-318  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-643WATTS BAR WBNP-50Figure 2.5-319  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-644WATTS BAR WBNP-50Figure 2.5-320  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-645WATTS BAR WBNP-50Figure 2.5-321  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-646WATTS BAR WBNP-50Figure 2.5-321  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-647WATTS BAR WBNP-50Figure 2.5-322  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-648WATTS BAR WBNP-50Figure 2.5-323  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-649WATTS BAR WBNP-50Figure 2.5-324  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-650WATTS BAR WBNP-50Figure 2.5-325  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-651WATTS BAR WBNP-50Figure 2.5-326  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-652WATTS BAR WBNP-50Figure 2.5-326  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-653WATTS BAR WBNP-50Figure 2.5-327  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-654WATTS BAR WBNP-50Figure 2.5-327  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-655WATTS BAR WBNP-50Figure 2.5-328  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-656WATTS BAR WBNP-50Figure 2.5-328  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-657WATTS BAR WBNP-50Figure 2.5-329  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-658WATTS BAR WBNP-50Figure 2.5-330  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-659WATTS BAR WBNP-50Figure 2.5-330  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-660WATTS BAR WBNP-63Figure 2.5-331  Blank Page GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-661WATTS BAR WBNP-50Figure 2.5-332  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-662WATTS BAR WBNP-50Figure 2.5-332  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-663WATTS BAR WBNP-50Figure 2.5-333  Soil Profile (Sheet 1of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-664WATTS BAR WBNP-50Figure 2.5-333  Soil Profile (Sheet 2of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-665WATTS BAR WBNP-50Figure 2.5-334  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-666WATTS BAR WBNP-50Figure 2.5-334  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-667WATTS BAR WBNP-50Figure 2.5-335  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-668WATTS BAR WBNP-50Figure 2.5-335  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-669WATTS BAR WBNP-50Figure 2.5-336  Soil Profile (Sheet 1 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-670WATTS BAR WBNP-50Figure 2.5-336  Soil Profile (Sheet 2 of 2)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-671WATTS BAR WBNP-50Figure 2.5-337  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-672WATTS BAR WBNP-50Figure 2.5-338  Soil Profile GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-673WATTS BAR WBNP-50Figure 2.5-339  ERCW Route Liquefaction Evaluation Graphic Logs No. 50 & 65 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-674WATTS BAR WBNP-50Figure 2.5-340  ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-675WATTS BAR WBNP-50Figure 2.5-341  ERCW Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-676WATTS BAR WBNP-50Figure 2.5-342  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-677WATTS BAR WBNP-50Figure 2.5-343  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-678WATTS BAR WBNP-50Figure 2.5-344  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-679WATTS BAR WBNP-50Figure 2.5-345  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-680WATTS BAR WBNP-50Figure 2.5-346  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-681WATTS BAR WBNP-50Figure 2.5-347  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-682WATTS BAR WBNP-50Figure 2.5-348  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-683WATTS BAR WBNP-50Figure 2.5-349  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-684WATTS BAR WBNP-50Figure 2.5-350  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-685WATTS BAR WBNP-50Figure 2.5-351  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-686WATTS BAR WBNP-50Figure 2.5-352  Liquefaction GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-687WATTS 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 CONDITIONS2.5-688WATTS BAR WBNP-50Figure 2.5-354  Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-689WATTS BAR WBNP-50Figure 2.5-355  Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-690WATTS BAR WBNP-50Figure 2.5-356  Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-691WATTS BAR WBNP-50Figure 2.5-357  Liquefaction Study ERCW Pipeline GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-692WATTS BAR WBNP-63Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-358  Additional Soil Investigations Category I Soil Supported Structures GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-693WATTS BAR WBNP-50Figure 2.5-359  Category I Soil Supported Structures Soil Investigation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-694WATTS 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 CONDITIONS2.5-911WATTS 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 CONDITIONS2.5-912WATTS 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 CONDITIONS2.5-913WATTS 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 CONDITIONS2.5-914WATTS 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 CONDITIONS2.5-915WATTS BAR WBNP-50Figure 2.5-572  ERCW Pipeline Section B-B GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-916WATTS BAR WBNP-50Figure 2.5-573  (Please see Figures DVD for Actual Figure)
GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-917WATTS BAR WBNP-50Figure 2.5-574  ERCW Pipeline Section D-D GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-918WATTS BAR WBNP-50Figure 2.5-575  ERCW Pipeline Section E-E GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-919WATTS 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 CONDITIONS2.5-920WATTS 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 CONDITIONS2.5-921WATTS 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 CONDITIONS2.5-922WATTS 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 CONDITIONS2.5-923WATTS 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 CONDITIONS2.5-924WATTS 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 CONDITIONS2.5-925WATTS 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 CONDITIONS2.5-926WATTS BAR WBNP-50Figure 2.5-582  Yard Category I ERCW Piping and Conduits - Plan GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-927WATTS 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 CONDITIONS2.5-928WATTS BAR WBNP-59Figure 2.5-584  Finished Grading - Underground Barrier As-Built Cross-Sections GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-929WATTS BAR WBNP-50Figure 2.5-585  Powerhouse -Settlement Stations -Bench Mark Assembly GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-930WATTS BAR WBNP-50Figure 2.5-586  Settlement VS. Time For Unit 1 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-931WATTS BAR WBNP-50Figure 2.5-587  Settlement VS. Time For Unit 2 Reactor Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-932WATTS 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 CONDITIONS2.5-933WATTS 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 CONDITIONS2.5-934WATTS 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 CONDITIONS2.5-935WATTS 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 CONDITIONS2.5-936WATTS BAR WBNP-50Security-Related Information - Withheld Under 10CFR2.390Figure 2.5-592  Yard ERCW Pipeline EST. 25-YR High Water Table GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-937WATTS BAR WBNP-50Figure 2.5-593  Water Table Profiles GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-938WATTS 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 CONDITIONS2.5-939WATTS 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 CONDITIONS2.5-940WATTS 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 CONDITIONS2.5-941WATTS 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 CONDITIONS2.5-942WATTS BAR WBNP-59Figure 2.5-598  Summary of Earthfill Test Data - Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-943WATTS BAR WBNP-59Figure 2.5-599  Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-944WATTS BAR WBNP-59Figure 2.5-600  Summary Of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-945WATTS BAR WBNP-59Figure 2.5-601  Summary Of Earthfill Test Data -Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-946WATTS 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 CONDITIONS2.5-947WATTS 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 CONDITIONS2.5-948WATTS 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 CONDITIONS2.5-949WATTS 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 CONDITIONS2.5-950WATTS BAR WBNP-59Figure 2.5-606  Summary of Fill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-951WATTS BAR WBNP-59Figure 2.5-607  Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-952WATTS BAR WBNP-63Figure 2.5-608  Summary of Earthfill Test Data -Density GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-953WATTS BAR WBNP-63Figure 2.5-609  Summary of Earthfill Test Data - Moisture Content GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING
 
==SUMMARY==
OF FOUNDATION CONDITIONS2.5-954WATTS BAR WBNP-59Figure 2.5-610  Summary of Granular Fill Test Data - Relative Density}}

Latest revision as of 11:46, 14 January 2025

Final Safety Analysis Report (Fsar), Amendment 93, Section 2.5, Figure 2.5-181 Through Figure 2.5-610
ML091400530
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 04/30/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML091400530 (486)
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