Text

Final Safety Analysis Report, Amendment 92, List of Effective Pages, Tables and Figures
	ML090340698
Person / Time
Site:	Watts Bar
Issue date:	12/18/2008
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML090340698 (276)
	v • d • e

e Amendment Page Amendment WBNP-76 2.5-247 WBNP-63 i WBNP-76 2.5-248 WBNP-63 WBNP-91 2.5-249 WBNP-50 207 WBNP-63 2.5-250 WBNP-50 208 WBNP-50 2.5-251 WBNP-50 209 WBNP-63 2.5-252 WBNP-50 210 WBNP-50 2.5-253 WBNP-50 211 WBNP-50 2.5-254 WBNP-50 212 WBNP-50 2.5-255 WBNP-50 213 WBNP-50 2.5-256 WBNP-50 214 WBNP-50 2.5-257 WBNP-50 215 WBNP-50 2.5-258 WBNP-50 216 WBNP-50 2.5-259 WBNP-50 217 WBNP-50 2.5-260 WBNP-50 218 WBNP-50 2.5-261 WBNP-50 219 WBNP-50 2.5-262 WBNP-68 220 WBNP-63 2.5-263 WBNP-71 221 WBNP-63 2.5-264 WBNP-50 222 WBNP-63 2.5-265 WBNP-50 223 WBNP-63 2.5-266 WBNP-50 224 WBNP-63 2.5-267 WBNP-50 225 WBNP-63 2.5-268 WBNP-50 226 WBNP-63 2.5-269 WBNP-50 227 WBNP-63 2.5-270 WBNP-50 228 WBNP-63 2.5-271 WBNP-50 229 WBNP-63 2.5-272 WBNP-50 230 WBNP-63 2.5-273 WBNP-50 231 WBNP-63 2.5-274 WBNP-50 232 WBNP-63 2.5-275 WBNP-50 233 WBNP-63 2.5-276 WBNP-50 234 WBNP-63 2.5-277 WBNP-50 235 WBNP-63 2.5-278 WBNP-50 236 WBNP-63 2.5-279 WBNP-50 237 WBNP-63 2.5-280 WBNP-50 238 WBNP-63 2.5-281 WBNP-50 239 WBNP-63 2.5-282 WBNP-50 240 WBNP-63 2.5-283 WBNP-50 241 WBNP-63 2.5-284 WBNP-50 242 WBNP-63 2.5-285 WBNP-50 243 WBNP-63 2.5-286 WBNP-50 244 WBNP-63 2.5-287 WBNP-50 245 WBNP-63 2.5-288 WBNP-50 246 WBNP-63 2.5-289 WBNP-50 of Effective Pages LEP-i

e Amendment Page Amendment 290 WBNP-50 2.5-333 WBNP-50 291 WBNP-50 2.5-334 WBNP-50 292 WBNP-50 2.5-335 WBNP-50 293 WBNP-50 2.5-336 WBNP-50 294 WBNP-50 2.5-337 WBNP-50 295 WBNP-50 2.5-338 WBNP-50 296 WBNP-50 2.5-339 WBNP-50 297 WBNP-50 2.5-340 WBNP-50 298 WBNP-50 2.5-341 WBNP-50 299 WBNP-50 2.5-342 WBNP-50 300 WBNP-50 2.5-343 WBNP-50 301 WBNP-50 2.5-344 WBNP-50 302 WBNP-50 2.5-345 WBNP-50 303 WBNP-50 2.5-346 WBNP-50 304 WBNP-50 2.5-347 WBNP-50 305 WBNP-50 2.5-348 WBNP-50 306 WBNP-50 2.5-349 WBNP-50 307 WBNP-50 2.5-350 WBNP-50 308 WBNP-50 2.5-351 WBNP-50 309 WBNP-50 2.5-352 WBNP-50 310 WBNP-50 2.5-353 WBNP-50 311 WBNP-50 2.5-354 WBNP-50 312 WBNP-50 2.5-355 WBNP-50 313 WBNP-50 2.5-356 WBNP-50 314 WBNP-50 2.5-357 WBNP-50 315 WBNP-50 2.5-358 WBNP-50 316 WBNP-50 2.5-359 WBNP-50 317 WBNP-50 2.5-360 WBNP-50 318 WBNP-50 2.5-361 WBNP-50 319 WBNP-50 2.5-362 WBNP-50 320 WBNP-50 2.5-363 WBNP-50 321 WBNP-50 2.5-364 WBNP-50 322 WBNP-50 2.5-365 WBNP-50 323 WBNP-50 2.5-366 WBNP-50 324 WBNP-50 2.5-367 WBNP-50 325 WBNP-50 2.5-368 WBNP-50 326 WBNP-50 2.5-369 WBNP-50 327 WBNP-50 2.5-370 WBNP-50 328 WBNP-50 2.5-371 WBNP-50 329 WBNP-50 2.5-372 WBNP-50 330 WBNP-50 2.5-373 WBNP-50 331 WBNP-50 2.5-374 WBNP-50 332 WBNP-50 2.5-375 WBNP-50 ii List of Effective Pages

e Amendment Page Amendment 376 WBNP-50 2.5-419 WBNP-50 377 WBNP-50 2.5-420 WBNP-50 378 WBNP-50 2.5-421 WBNP-50 379 WBNP-50 2.5-422 WBNP-50 380 WBNP-50 2.5-423 WBNP-50 381 WBNP-50 2.5-424 WBNP-50 382 WBNP-50 2.5-425 WBNP-50 383 WBNP-50 2.5-426 WBNP-50 384 WBNP-50 2.5-427 WBNP-50 385 WBNP-50 2.5-428 WBNP-50 386 WBNP-50 2.5-429 WBNP-50 387 WBNP-50 2.5-430 WBNP-50 388 WBNP-50 2.5-431 WBNP-50 389 WBNP-50 2.5-432 WBNP-50 390 WBNP-50 2.5-433 WBNP-50 391 WBNP-50 2.5-434 WBNP-50 392 WBNP-50 2.5-435 WBNP-50 393 WBNP-50 2.5-436 WBNP-50 394 WBNP-50 2.5-437 WBNP-50 395 WBNP-50 2.5-438 WBNP-50 396 WBNP-50 2.5-439 WBNP-50 397 WBNP-50 2.5-440 WBNP-50 398 WBNP-50 2.5-441 WBNP-50 399 WBNP-50 2.5-442 WBNP-50 400 WBNP-50 2.5-443 WBNP-50 401 WBNP-50 2.5-444 WBNP-50 402 WBNP-50 2.5-445 WBNP-50 403 WBNP-50 2.5-446 WBNP-50 404 WBNP-50 2.5-447 WBNP-50 405 WBNP-50 2.5-448 WBNP-50 406 WBNP-50 2.5-449 WBNP-33 407 WBNP-50 2.5-450 WBNP-33 408 WBNP-50 2.5-451 WBNP-33 409 WBNP-50 2.5-452 WBNP-33 410 WBNP-50 2.5-453 WBNP-33 411 WBNP-50 2.5-454 WBNP-33 412 WBNP-50 2.5-455 WBNP-33 413 WBNP-50 2.5-456 WBNP-33 414 WBNP-50 2.5-457 WBNP-33 415 WBNP-50 2.5-458 WBNP-33 416 WBNP-50 2.5-459 WBNP-33 417 WBNP-50 2.5-460 WBNP-33 418 WBNP-50 2.5-461 WBNP-33 of Effective Pages LEP-iii

e Amendment Page Amendment 462 WBNP-33 2.5-466 WBNP-33 463 WBNP-33 2.5-467 WBNP-33 464 WBNP-33 2.5-468 WBNP-33 465 WBNP-33 iv List of Effective Pages

tion Title Page e of Contents 2-i

tion Title Page Table of Contents

tion Title le 2.5-44 WBNP - Bearing Capacity - Category I Soil-Supported Structures Adopted Soil Properties For Bearing Capacity Determination le 2.5-45 Watts Bar Nuclear Plant ERCW Liquefaction Trench A Summary of Laboratory Test Data Borrow Soil Classes le 2.5-45a Watts Bar Nuclear Plant ERCW Liquefaction, Trench A Supplemen-tal Borrow Summary of Laboratory Test Data Borrow Soil Classes le 2.5-46 Watts Bar Nuclear Plant ERCW Liquefaction Trench B Summary of Laboratory Test Data Borrow Soil Classes le 2.5-47 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 9 Summary of Laboratory Test Data Borrow Soil Classes le 2.5-48 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 10 Summary of Laboratory Test Data Borrow Soil Classes le 2.5-49 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 11 Summary of Laboratory Test Data Borrow Soil Classes le 2.5-50 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 12 Summary of Laboratory Test Data Borrow Soil Classes le 2.5-51 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 13 Summary of Laboratory Test Data Borrow Soil Classes le 2.5-52 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 2c Summary of Laboratory Test Data of Tables 2-iii

tion Title Borrow Soil Classes le 2.5-53 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 2c Extension Summary of Laboratory Test Data Borrow Soil Groups le 2.5-54 Summary of Laboratory Test Data le 2.5-55 Granular Material Design Values Section 1032 Material le 2.5-56 Watts Bar Nuclear Plant Relative Density Test Results on Engineered Granular Fill Beneath the Diesel Generator Building le 2.5-57 Watts Bar Nuclear Plant Sieve Analysis of 1032 Gravel Tennessee Valley Authority le 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings le 2.5-59 ERCW Route Liquefaction Evaluation Maximum and Average Element Stresses and Peak Accleration at the Top of Each Layer le 2.5-60 Factors of Safety with Depth When the Water Table is not Considered le 2.5-61 Factors of Safety with Depth Assuming the Water Table is 16.5 feet Below Ground Surface le 2.5-62

SUMMARY

OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE AC-CELERATION le 2.5-63

SUMMARY

OF SPT SAMPLES OF SILTS (ML) BELOW ERCW PIPELINES HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION le 2.5-64

SUMMARY

OF SPT SAMPLES OF SILTY SANDS (SM) BELOW ELECTRICAL CONDUITS HAVING FACTOR OF SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERA-TION le 2.5-65 Strain Criteria for Determining Potential Settlement Of Soils Subject to Earthquake With Peak Top-Of-Ground Acceleration of 0.40g At Watts Bar Nuclear Plant le 2.5-66 Soil Bearing Capacities and Factors of Safety for Soil-Supported Cate-gory I Structures of Tables 2-iv

tion Title ure 2.5-1 Regional Physiographic Map ure 2.5-2 Regional Geologic Map ure 2.5-3 Subregional Geologic Setting (Please See Figures DVD For Actual Fig-ure) ure 2.5-4 Regional Tectonic Map ure 2.5-5 Regional Bouguer Gravity Anomaly Map ure 2.5-6 Regional Magnetic Map ure 2.5-7 Regional Fault Map ure 2.5-8 Subregional Fault Map ure 2.5-9 Geologic Map Of Plant Area (North Segment) ure 2.5-10 Geologic Map of Plant Area (South Segment) ure 2.5-11 Geologic Section Through Plant Area (Please See Figures DVD For Ac-tual Figure) ure 2.5-12 Core Drill Hole and Seismic Refraction Locations ure 2.5-13 Core Drill Layout and Summary ure 2.5-14 Graphic Log Hole 1 Sta. C-60+00 ure 2.5-15 Graphic Log Hole 2 Sta. C-64+00 ure 2.5-16 Graphic Log Hole 3 Sta. C-68+00 ure 2.5-17 Graphic Log Hole 4 Sta. E-60+00 ure 2.5-18 Graphic Log Hole 5 Sta. E-62+00 ure 2.5-19 Graphic Log Hole 6 Sta. E-64+00 ure 2.5-20 Graphic Log Hole 7 Sta. E-66+00 ure 2.5-21 Graphic Log Hole 8 Sta. E-88+40 ure 2.5-22 Graphic Log Hole 9 Sta. G-60+00 ure 2.5-23 Graphic Log Hole 10 Sta. G-62+00 ure 2.5-24 Graphic Log Hole 11 Sta. G-64+00 ure 2.5-25 Graphic Log Hole 12 Sta. G-66+00 ure 2.5-26 Graphic Log Hole 13 Sta. G-68+00 ure 2.5-27 Graphic Log Hole 14 Sta. J-60+00 ure 2.5-28 Graphic Log Hole 15 Sta. J-62+00 ure 2.5-29 Graphic Log Hole 16 Sta. J-64+00 ure 2.5-30 Graphic Log Hole 17 Sta. J-66+00 ure 2.5-31 Graphic Log Hole 18 Sta. J-82+25 ure 2.5-32 Graphic Log Hole 19 Sta. L-60+00 ure 2.5-33 Graphic Log Hole 20 Sta. L-6l+00 ure 2.5-34 Graphic Log Hole 21 Sta. L-62+00 ure 2.5-35 Graphic Log Hole 22 Sta. L-64+00 ure 2.5-36 Graphic Log Hole 23 Sta. L-66+00 ure 2.5-37 Graphic Log Hold 24 Sta. L-68+00 ure 2.5-38 Graphic Log Hole M-59+00 ure 2.5-39 Graphic Log Hole 26M-60+00 ure 2.5-40 Graphic Log Hole 27 Sta. M-6l+00 ure 2.5-41 Graphic Log Hole 28 Sta.M-62+00 ure 2.5-42 Graphic Log Hole 29 Sta. M-63+00 of Figures 2-v

tion Title ure 2.5-43 Graphic Log Hole 30 Sta. M-64+00 ure 2.5-44 Graphic Log Hole 31 Sta. M-65+00 ure 2.5-45 Graphic Log Hole 32 Sta. M-66+00 ure 2.5-46 Graphic Log Hole 33 Sta. N-59+00 ure 2.5-47 Graphic Log Hole 34 Sta. N-60+00 ure 2.5-48 Graphic Log Hole 35 Sta. N-6l+00 ure 2.5-49 Graphic Log Hole 36 Sta. N-62+00 ure 2.5-50 Graphic Log Hole 37 Sta. N-63+00 ure 2.5-51 Graphic Log Hole 38 Sta. N-64+00 ure 2.5-52 Graphic Log Hole 39 Sta. N-65+00 ure 2.5-53 Graphic Log Hole 40 Sta. N-66+00 ure 2.5-54 Graphic Log Hole 41 Sta. 0-60+00 ure 2.5-55 Graphic Log Hole 42 Sta. 0-61+00 ure 2.5-56 Graphic Log Hole 43 Sta. 0-62+00 ure 2.5-57 Graphic Log Hole 44 Sta. 0-63+00 ure 2.5-58 Graphic Log Hole 45 Sta. 0-64+00 ure 2.5-59 Graphic Log Hole 46 Sta. 0-65+00 ure 2.5-60 Graphic Log Hole 47 Sta. 0-66+00 ure 2.5-61 Graphic Log Hole 48 Sta. P-60+00 ure 2.5-62 Graphic Log Hole 49 Sta. P-62+00 (Sheet 1 of 4) ure 2.5-63 Graphic Log Hole 50 Sta. P-63+00 ure 2.5-64 Graphic Log Hole 51 Sta. P-64+00 ure 2.5-65 Graphic Log Hole 52 Sta. P-65+00 ure 2.5-66 Graphic Log Hole 53 Sta. P-66+00 ure 2.5-67 Graphic Log Hole 54 Sta. P-68+00 ure 2.5-68 Graphic Log Hole 55 Sta. R-62+00 ure 2.5-69 Graphic Log Hole 56 Sta. R-64+00 ure 2.5-70 Special Studies Layout And Summary ure 2.5-71 (Please see Figures DVD for Actual Figure) ure 2.5-72 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 32.0 - 46.5 ure 2.5-73 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 47.0 - 61.5 ure 2.5-74 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 62.0 - 76.5 ure 2.5-75 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 77.0 - 91.5 ure 2.5-76 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 92.0 - 106.5 ure 2.5-77 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 107.0 - 121.5 ure 2.5-78 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 122.0 - 136.5 ure 2.5-79 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 137.0 - 151.5 ure 2.5-80 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 152.0 - 166.5 ure 2.5-81 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 167.0 - 176.0 ure 2.5-82 Graphic Log and Elastic Moduli Sta. M-63+00 ure 2.5-83 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 44.0 - 58.5 ure 2.5-84 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 59.0 - 73.5 ure 2.5-85 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 74.0 - 88.5 ure 2.5-86 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 89.0 - 90.0 List of Figures

tion Title ure 2.5-87 Graphic Log and Elastic Moduli Sta. N-6l+00 ure 2.5-88 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 35.0 - 49.5 ure 2.5-89 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 50.0 - 64.5 ure 2.5-90 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 65.0 - 79.5 ure 2.5-91 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 80.0 - 92.0 ure 2.5-92 Graphic Log and Elastic Modula Sta. N-62+00 ure 2.5-93 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 45.0 - 59.5 ure 2.5-94 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 60.0 - 70.0 ure 2.5-95 Graphic Log and Elastic Moduli Sta. 0-60+00 ure 2.5-96 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 38.0 - 52.5 ure 2.5-97 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 53.0 -67.5 ure 2.5-98 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 68.0 - 80.0 ure 2.5-99 Graphic Log and Elastic Moduli Sta. 0-61+00 ure 2.5-100 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 37.0 - 51.5 ure 2.5-101 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 52.0 - 66.5 ure 2.5-102 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 67.0 - 81.5 ure 2.5-103 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 82.0 - 92.0 ure 2.5-104 Graphic Log And Elastic Moduli Sta. 0-62+00 ure 2.5-105 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 43.0 - 57.5 ure 2.5-106 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 58.0 - 72.5 ure 2.5-107 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 73.0 - 87.5 ure 2.5-108 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 88.0 - 101.0 ure 2.5-109 Cross-Hole Dynamic Sections And Summary ure 2.5-110 Plan View Geologic Map of Reactor, Auxiliary And Control Buildings ure 2.5-111 Plan View Geologic Map of Turbine Building ure 2.5-112 Geologic Section Along A+8 And A+14 Lines From T6 To T11 ure 2.5-113 Geologic Section Along N Line From Cl To C13 ure 2.5-114 Section Along A4+9.5 From T+3.5 To W+12.5 ure 2.5-115 Geologic Section and Panoramic Photograph Q-4 Line From A4-3 To A12+3 ure 2.5-116 Geologic Sections Auxiliary And Turbine Buildings ure 2.5-117 Geologic Sections And Panoramic Photographs (Unit 2) ure 2.5-118 Geologic Sections And Panoramic Photographs (Unit 1) ure 2.5-119 Geologic Sections and Panoramic Photographs of Reactor 2 East Perim-eter Wall ure 2.5-120 Geologic Section and Panoramic Photograph of Reactor 1 West Perim-eter Wall ure 2.5-121 Geologic Plan And Sections Intake Structure Foundation ure 2.5-122 Generalized Geologic Section And Soil Profile ure 2.5-123 Fault Shown Cutting Across Auxiliary Building at A4+28 Feet and East-West Reactor Centerline, Through SE Perimeter of Reactor #1, and Into Auxiliary Building West Wall Near U Line. Viewed Southwest.

ure 2.5-124 Fault In Auxiliary Building Wall, Approximately 9 Feet West Of A5 and 6 Feet South of East-West Reactor Centerline. Fault Continues of Figures 2-vii

tion Title Across SE Perimeter of Reactor #1. Viewed Southwest.

ure 2.5-125 Minor Thrust Fault and Associated One-Eighth Inch Clay Seam Located In East Foundation Cut at Q Line and C13+l2 Feet. Viewed East.

ure 2.5-126 Closeup of Reactor #1 Normal Fault at 72 Degrees. Viewed West.

ure 2.5-127 Closeup of Fault In Reactor #1 Cavity West Wall Between Elevations of 678.5 And 690.0 Feet. Viewed West. Scale: 1 Inch = 0.56 Feet.

ure 2.5-128 Fault In Auxiliary Building at All And East-West Reactor Centerline.

Fault Continues NE Through NW Perimeter of Reactor #2 Building.

Viewed Northeast.

ure 2.5-129 Gravity or Normal Fault on Northeast Reactor #1 Perimeter at 233 De-grees. Fault Plane Dips North at 40 Degrees. Viewed West.

ure 2.5-130 Fault in Reactor #2 East Wall at Approximately 130 Degrees. Viewed East.

ure 2.5-131 Fault in Reactor #2 Cavity Wall at Approximately 354 Degrees. Eleva-tion 680.0 at Base. Viewed Southwest.

ure 2.5-132 Fault In South Wall of Discharge Channel Showing Truncation By Overlying Terrace Gravel Deposit.

ure 2.5-133 Fault In North Wall of Discharge Channel Showing Truncation By Ter-race Gravel Deposit.

ure 2.5-134 Fault Truncation by Terrace Gravel Deposit at 20 Feet East of A8 and 18.50 Feet North of Y. Elevation at Bench Cut is 706.35. Viewed North.

ure 2.5-135 Fault in Vertical Excavation Cut at 20 Feet East of A8 and 18.50 Feet North of Y. Viewed North.

ure 2.5-136 Inset Area. Blue-Grey Clay Seam Along Fault Trace Where Truncated by Terrace Gravel Deposit. Location: 20 Feet East of A8 And 18.50 Feet North of Y. Viewed North.

ure 2.5-137 Saprolite - Terrace Gravel Contact. Hematitic Crusts are Seen to be Dis-persed at Several Levels in the Terrace Gravel. Viewed South in the Ex-haust Cut Approximately 150 Feet East of The Powerhouse Foundation.

ure 2.5-138 Site of Wood Specimen Collection for Carbon 14 Age Dating. Location is 3 Feet Above Terrace Gravel Deposit. Scale: Opened Brunton Com-pass = 8.5 Inches. Location: Approximately 18.51 North of Y at A5 Line. Approximate Elevation 717.5.

ure 2.5-139 Layout Diagram For Horizontal and Angle Holes ure 2.5-140 Plane Intersecting Disintegrated Shale Pocket ure 2.5-141 Plane View Onto The 673 Elevation ure 2.5-142 Plane View Onto The 671 Elevation ure 2.5-143 Drill Layout Diagram For Vertical Holes Viewed Onto The 671 Eleva-tion ure 2.5-144 Reactor 2 Grout Layout ure 2.5-145 Earthquake Epicenters ure 2.5-146 Major Earthquake In United States Through 1972 ure 2.5-147 Isoseismal Map Maximum Effects 1811-1812 New Madrid Earthquake ure 2.5-148 Isoseismal Map 1811 New Madrid Earthquake List of Figures

tion Title ure 2.5-149 Felt Area Maps ure 2.5-150 Isoseismal Map 1886 Charleston, S.C. Earthquake ure 2.5-151 Felt Area Map East Tennessee Earthquake of April 17, 1913 ure 2.5-152 Isoseismal Map 1916 Southern Appalachian Earthquake ure 2.5-153 Isoseismal Map 1916 Alabama Earthquake ure 2.5-154 Isoseismal Map 1924 Southern Appalachian Earthquake ure 2.5-155 Felt Area Map 1940 Chattanooga Earthquake ure 2.5-156 Isoseismal Map 1968 Southern Illinois Earthquake ure 2.5-157 Felt Area Map East Tennessee Earthquake July 13, 1969 ure 2.5-158 Isoseismal Map Elsgood, West Virginia Earthquake (November 20, 1969) ure 2.5-159 Isoseismal Map Maryville-Alcoa Earthquake November 30, 1973 ure 2.5-160 Seismic Reflection Profile ure 2.5-161 Index Map - All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West ure 2.5-162 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-163 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-164 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-165 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-166 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-167 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-168 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longi-tude 80.5-89.0 West ure 2.5-169 Index Map -Earthquakes 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West ure 2.5-170 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West ure 2.5-171 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West ure 2.5-172 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West ure 2.5-173 Index Map -Earthquakes 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West ure 2.5-174 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West ure 2.5-175 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West ure 2.5-176 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-of Figures 2-ix

tion Title tude 78-92 West ure 2.5-177 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West ure 2.5-178 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West ure 2.5-179 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West ure 2.5-180 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longi-tude 78-92 West List of Figures

TTS BAR Adopted Soil Properties For Bearing Capacity Determination Unit Weight (PCF) Strength Tests Q R R or S C C C Material Moist Sat. Sub (DEG) (PSF) (DEG) (PSF) (DEG) (PSF) a a r fill 133 142 80 39 1400 38 0 38 700 ravel (N450) 125 143 72 39a 0a 39a 0a 39 0 a a a a a a a a ravel (N = 16, 17) 120 130 68 30 0 30 0 30 0a red shale - 127 64 0 1600 18 300 27 0 roperties assumed.

WBNP-63

Table 2.5-45 Watts Bar Nuclear Plant ERCW Liquefaction Trench A Summary of Laboratory Test Data Borrow Soil Classes ss I II III mbol SM-SC SC CL chanical and Hydrometer Analysis ravel, percent 0 0 0 and, percent 70 51 40 ilt, percent 15 24 29 lay, percent 15 25 31 erberg Limits iquid limit, percent 24 28 34 lastic limit, percent 19 17 19 lasticity index, percent 5 11 15 hrinkage limit, percent -- -- --

ndard Proctor Compaction ptimum moisture, percent 13.1 14.1 15.9 aximum density, pcf 116.6 114.4 110.8 enetration resistance, psi 910 840 760 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight 15.0 14.8 18.0 riaxial R: , degrees 0.29 0.11 0.03 c, tsf ear Strength at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight -- 15.7 16.8 riaxial R: , degrees -- 0.19 0.10 c, tsf cent of class in area 8 61 31 ural moisture content, percent 18.5 19.4 20.7 08 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

le 2.5-45a Watts Bar Nuclear Plant ERCW Liquefaction, Trench A Supplemental Borrow Summary of Laboratory Test Data Borrow Soil Classes up 1 2 3 mbol ML SM ML chanical and Hydrometer Analysis ravel, percent 0 0 0 and, percent 16 54 43 ilt, percent 44 31 15 lay, percent 40 15 22 erberg Limits iquid limit, percent 47 26 34 lastic limit, percent 29 25 26 lasticity index, percent 18 1 8 hrinkage limit, percent -- --

ndard Protoctor Compaction ptimum moisture, percent 21.4 17.3 18.8 aximum density, pcf 99.7 108.4 105.3 enetration resistance, psi 1180 860 800 ear Strength at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight*

riaxial R: , degrees 13.0 11.6 12.9 c, tsf 0.45 0.46 0.69 cent of class in area -- -- --

ural moisture content, percent -- -- --

Group 2 tested at 95 percent of maximum unit weight.

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-209

Table 2.5-46 Watts Bar Nuclear Plant ERCW Liquefaction Trench B Summary of Laboratory Test Data Borrow Soil Classes ss I II III mbol SM SM-SC CL chanical and Hydrometer Analysis ravel, percent 0 0 0 and, percent 66 55 43 ilt, percent 22 24 28 lay, percent 12 21 29 erberg Limits iquid limit, percent NP 28 30 lastic limit, percent NP 22 19 lasticity index, percent NP 6 11 hrinkage limit, percent -- -- --

ndard Proctor Compaction ptimum moisture, percent 15.3 15.6 15.8 aximum density, pcf 110.7 110.3 109.8 enetration resistance, psi 770 1025 1425 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight 7.6 5.5 10.4 riaxial R: , degrees 1.67 1.05 0.32 c, tsf cent of class in area 26 22 52 ural moisture content, percent 25.0 28.4 22.2 10 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-47 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 9 Summary of Laboratory Test Data Borrow Soil Classes ss I II mbol CL CL-ML chanical and Hydrometer Analysis ravel, percent 0 0 and, percent 24 32 ilt, percent 40 27 lay, percent 36 41 erberg Limits iquid limit, percent 31 40 lastic limit, percent 15 25 lasticity index, percent 16 15 hrinkage limit, percent -- --

ndard Proctor Compaction ptimum moisture, percent 16.4 19.6 aximum density, pcf 110.3 104.0 enetration resistance, psi 350 680 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight 12.3 8.0 riaxial R: , degrees 0.11 0.57 c, tsf ear Strength at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight riaxial R: , degrees 11.6 --

c, tsf 0.28 --

cent of class in area 50 50 ural moisture content, percent 18.1 21.7 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-211

Table 2.5-48 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 10 Summary of Laboratory Test Data Borrow Soil Classes ss I II mbol CL CL-ML chanical and Hydrometer Analysis ravel, percent 0 0 and, percent 33 19 ilt, percent 31 33 lay, percent 36 48 erberg Limits iquid limit, percent 39 45 lastic limit, percent 23 26 lasticity index, percent 16 19 hrinkage limit, percent -- --

ndard Proctor Compaction ptimum moisture, percent 20.6 25.4 aximum density, pcf 103.0 93.3 enetration resistance, psi 620 860 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight*

riaxial R: , degrees 11.9 15.2 c, tsf 0.21 0.09 ear Strength at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight riaxial R: , degrees -- 15.0 c, tsf -- 0.12 cent of class in area 86 14 ural moisture content, percent 23.9 27.6 a density of 90 pcf on class II.

12 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-49 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 11 Summary of Laboratory Test Data Borrow Soil Classes ss I mbol ML chanical and Hydrometer Analysis ravel, percent 0 and, percent 21 ilt, percent 35 lay, percent 44 erberg Limits iquid limit, percent 44 lastic limit, percent 29 lasticity index, percent 15 hrinkage limit, percent --

ndard Proctor Compaction ptimum moisture, percent 22.2 aximum density, pcf 99.8 enetration resistance, psi 850 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight*

riaxial R: , degrees 13.2 c, tsf 0.21 cent of class in area 100 ural moisture content, percent 26.9 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-213

Table 2.5-50 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 12 Summary of Laboratory Test Data Borrow Soil Classes ss I II III mbol SM CL-ML CL-ML chanical and Hydrometer Analysis ravel, percent 0 0 0 and, percent 50 22 22 ilt, percent 26 39 40 lay, percent 24 39 38 erberg Limits iquid limit, percent 32 40 42 lastic limit, percent 25 25 26 lasticity index, percent 7 15 16 hrinkage limit, percent -- -- --

ndard Proctor Compaction ptimum moisture, percent 16.8 17.8 19.2 aximum density, pcf 108.8 106.5 103.7 enetration resistance, psi 1165 1150 1140 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight riaxial R: , degrees 9.5 12.0 16.4 c, tsf 0.57 0.29 0.04 ar Strenght at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight riaxial R: , degrees -- -- 12.5 c, tsf -- -- 0.39 cent of class in area 12 55 33 atural moisture content, percent 21.6 24.9 25.2 14 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-51 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 13 Summary of Laboratory Test Data Borrow Soil Classes ss I II III mbol ML ML MH chanical and Hydrometer Analysis ravel, percent 0 0 0 and, percent 24 23 12 ilt, percent 42 39 41 lay, percent 34 38 47 erberg Limits iquid limit, percent 37 41 52 lastic limit, percent 26 27 35 lasticity index, percent 11 14 17 hrinkage limit, percent -- -- --

ndard Proctor Compaction ptimum moisture, percent 19.2 20.0 23.3 aximum density, pcf 106.6 105.1 98.8 enetration resistance, psi 650 800 740 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight riaxial R: o, degrees 15.6 14.5 18.3 c, tsf 0.15 0.14 0.02 ar Strenght at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight riaxial R: , degrees 11.7 14.5 14.7 c, tsf 0.66 0.51 0.44 cent of class in area 45 50 5 ural moisture content, percent 19.6 22.7 27.6 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-215

Table 2.5-52 Watts Bar Nuclear Plant ERCW Liquefaction Borrow Area 2c Summary of Laboratory Test Data Borrow Soil Classes ss I II III IV V VI mbol ML SM-SC CL CL CL-ML MH chanical and Hydrometer Analysis ravel, percent 0 0 0 0 0 0 and, percent 48 65 48 30 23 5 ilt, percent 40 16 23 34 39 40 lay, percent 12 19 29 36 38 55 erberg Limits iquid limit, percent NP 25 36 41 44 62 lastic limit, percent NP 19 22 24 27 35 lasticity index, percent NP 6 14 17 17 27 hrinkage limit, percent -- -- -- -- -- --

ndard Proctor Compaction ptimum moisture, percent 12.1 13.9 16.6 18.1 19.5 26.8 aximum density, pcf 117.7 114.0 109.0 106.2 103.5 90.8 enetration resistance, psi 1000 1125 1050 760 840 950 ear Strength at 3% Dry of Optimum Moisture nd at 95% of Maximum Unit Weight*

riaxial R: , degrees 17.5 ** 13.4 9.0 18.1 19.0 c, tsf 0.63 ** 0.11 0.33 0.00 0.00 ar Strenght at 3% Dry of Optimum Moisture nd at 100% of Maximum Unit Weight***

riaxial R: , degrees -- -- 13.0 -- 15.3 17.4 c, tsf -- -- 0.58 -- 0.22 0.24 cent of class in area 1 1 3 31 63 1 atural moisture content, percent 21.7 20.5 26.4 22.9 23.6 31.6

Class VI tested at 90.0 pcf

- Class II is less than 1% of total borrow and no shear tests were conducted on this class.

- - Class VI tested at 105% of maximum unit weight.

16 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

TTS BAR ERCW Liquefaction Borrow Area 2c Extension Summary of Laboratory Test Data Borrow Soil Groups 1 2 3 4 5 6 7 8 9 CL CL CL CL CL-ML MH CL CL-ML SM ical and Hydrometer Analysis el, percent 0 0 0 0 0 0 0 0 1

, percent 23 30 24 20 23 15 36 42 55 ercent 48 42 43 40 36 27 36 33 30 percent 29 28 33 40 41 58 28 25 14 rg Limits limit, percent 34 34 40 41 47 58 37 35 32 c limit, percent 21 22 24 24 28 32 23 23 20 city index, percent 13 12 16 17 19 26 14 12 1 kage limit, percent -- -- -- -- -- -- -- -- --

d Proctor Compaction um moisture, percent* 16.6 17.3 18.8 20.2 21.7 28.1 16.6 16.6 14.8 mum density, pcf 109.0 107.7 104.8 102.3 99.6 88.0 109.0 109.0 112.8 tration resistance, psi -- -- -- -- -- -- -- -- --

t of group in area 3 24 11 13 11 3 33 3 1 moisture content, percent 21.5 16.4 21.5 21.8 26.5 27.2 14.0 16.6 10.1 ndard proctor compaction results are based on borrow area 2C family of curves.

e: Shear strength tests were not conducted on the extension of borrow area 2C.

WBNP-50

Table 2.5-54 Summary of Laboratory Test Data Maximum Average Minimum Fines Fines Fines Gradation Gradation Gradation imum density, pcf 107.1 103.1 108.7 ximum density, pcf 143.1 139.5 143.9

Ø C Ø C Ø C (tsf) (tsf) (tsf) xial Shear (Q) t 80% Rd 38.7 0.73 38.3 1.46 40.5 1.91 t 70% Rd 38.5 0.50 42.5 0.80 42.0 1.64 xial Shear (R) t 80% Rd 39.3 1.93 41.8 0.99 43.7 0.34 ect Shear (S) t 80% Rd 39.4 0.30 42.0 0.52 44.2 0.63 t 70% Rd 36.0 0.35 44.0 0.24 42.5 0.52 Rd = Relative density 18 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-55 Granular Material Design Values Section 1032 Material Unit Weight Shear Strength Values elative Density Ym Ysat Q R&S*

(pcf) (pcf) 0 C 0 C (tsf) (tsf) 80% 135 143 39* 1.0 40* 0.5 70% 133 142 39* 0.7 38* 0.35 For an analysis where pore pressure buildup has to be considered, estimated pore pressure should be incremented (suggest 10% increments)to a reasonable maximum level to check the effect of pore pressure buildup.

Ym = Moist unit weight Ysat = Saturated unit weight Q = Unconsolidated - undrained triaxial shear test R = Consolidated - undrained triaxial shear test (effective)

S = Direct shear test LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-219

Table 2.5-56 Watts Bar Nuclear Plant Relative Density Test Results on Engineered Granular Fill Beneath the Diesel Generator Building Max. Dry Min. Dry Field Relative Density Density Density Density Sample (pcf) (pcf) (pcf) (pcf) 158 144.6 100.4 132.0 78 159 144.6 100.4 133.0 80 160 144.6 100.4 135.0 84 162 144.6 100.4 137.75 82 163 144.6 100.4 136.5 87 164 144.6 100.4 131.25 77 167 144.6 100.4 135.50 85 168 144.6 100.4 138.00 85 169 144.6 100.4 135.75 85 170 144.6 100.4 131.50 77 171 144.6 100.4 136.75 87 172 144.6 100.4 133.25 81 178 144.6 100.4 130.25 75 179 144.6 100.4 131.5 77 180 144.6 100.4 131.0 76 184 144.6 100.4 130.75 78 185 144.6 100.4 137.5 88 186 144.6 100.4 130.5 76 190 144.6 100.4 138.5 90 191 144.6 100.4 136.25 86 192 144.6 100.4 134.75 83 194 144.6 100.4 128.75 72 195 144.6 100.4 132.0 78 196 144.6 100.4 131.5 77 199 144.6 100.4 129.5 76 200 144.6 100.4 137.25 88 201 144.6 100.4 130.75 77 204 144.6 100.4 125.75 66 205 144.6 100.4 127.75 70 20 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-56 Watts Bar Nuclear Plant Relative Density Test Results on Engineered Granular Fill Beneath the Diesel Generator Building 206 144.6 100.4 127.75 70 210 144.6 100.4 128.25 71 211 144.6 100.4 137.0 87 212 138.8 109.9 133.5 83 213 138.8 109.9 137.0 96 214 138.8 109.9 136.5 93 217 138.8 109.9 133.75 86.5 218 138.8 109.9 136.5 94.5 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-221

TTS BAR Sieve Analysis of 1032 Gravel Tennessee Valley Authority (Sheet 1 of 5)

N SIZE 1-1/4 in 1 in 3/4 in 3/8 in #4 #10 #16 #40 #100 #200 PERCENT PASSING FICATION LIMITS 1032.02 100 95-100 70-100 50-85 36-85 20-45 NA 8-25 NA 0-10 SAMPLE SAMPLE TIME SOURCE WT(LBS) 12:10 PM TVA Stockpile 16.7 100.0 100.0 91.1 66.6 44.5 26.2 NA 10.4 NA 4.1 1:00 PM TVA Stockpile 15.0 100.0 100.0 91.1 76.7 54.2 32.1 NA 10.2 NA 3.9 11:15 AM TVA Stockpile 16.7 100.0 97.2 87.2 62.4 43.7 26.8 NA 5.7 NA 2:30 PM TVA Stockpile 16.7 100.0 93.6 85.8 65.3 47.1 24.4 NA 11.2 NA 4.8 9:15 AM TVA Stockpile 16.6 100.0 100.0 93.0 79.3 58.2 38.0 NA 14.4 NA 4.4 9:40 AM TVA Stockpile 16.7 100.0 100.0 92.9 66.6 42.2 23.9 NA 9.5 NA 4.2 10:30 AM TVA Stockpile 15.0 100.0 96.2 93.7 78.4 56.9 34.1 NA 13.4 NA 5.1 12:00 PM TVA Stockpile 16.4 100.0 100.0 91.6 64.6 42.6 24.5 NA 9.0 NA 3.9 10:45 AM TVA Stockpile 16.3 100.0 98.1 90.1 74.3 55.8 31.6 NA 5.3 NA 1.6 9:30 AM TVA Stockpile 17.0 100.0 97.8 92.1 77.2 59.6 38.7 NA 13.5 NA 4.2 12:30 PM TVA Stockpile 16.7 100.0 98.7 95.6 77.2 57.6 34.3 NA 10.3 NA 4.4 12:15 PM TVA Stockpile 16.7 100.0 96.7 88.3 61.9 39.9 25.1 NA 10.1 NA 3.4 12:10 PM TVA Stockpile 16.7 100.0 100.0 95.8 77.5 53.2 32.1 NA 11.7 NA 3.4 1:00 PM TVA Stockpile 16.7 100.0 100.0 87.2 49.9 32.2 20.0 NA 8.9 NA 3.9 10:00 AM TVA Stockpile 20.0 100.0 98.6 90.5 63.6 44.0 26.5 NA 8.8 NA 3.0 10:00 AM TVA Stockpile 20.0 100.0 98.5 91.6 64.0 40.8 33.5 NA 8.6 NA 4.8 WBNP-63 10:15 AM TVA Stockpile 20.0 100.0 100.0 91.2 67.7 41.3 23.4 NA 8.1 NA 2.7 12:05 AM TVA Stockpile 16.7 100.0 100.0 88.9 63.9 43.1 26.4 NA 9.7 NA 3.8

TTS BAR Tennessee Valley Authority (Sheet 2 of 5)

N SIZE 1-1/4 in 1 in 3/4 in 3/8 in #4 #10 #16 #40 #100 #200 PERCENT PASSING FICATION LIMITS 1032.02 100 95-100 70-100 50-85 36-85 20-45 NA 8-25 NA 0-10 SAMPLE SAMPLE TIME SOURCE WT(LBS) 2:00 PM TVA Stockpile 16.5 100.0 100.0 91.7 64.6 42.8 24.5 NA 9.2 NA 4.0 1:35 PM TVA Stockpile 16.8 100.0 99.0 94.2 73.7 54.4 33.9 NA 11.5 NA 4.8 3:30 PM TVA Stockpile 16.7 100.0 100.0 91.3 54.5 33.4 19.8 NA 8.5 NA 3.6 3:30 PM TVA Stockpile 16.6 100.0 100.0 87.6 55.0 34.1 19.3 NA 7.9 NA 3.4 12:05 TVA Stockpile 20.0 100.0 99.0 92.9 64.5 25.7 19.3 NA 10.1 NA 2.1 Diesel 10:00 AM Generator Fds 20.0 100.0 100.0 95.7 81.2 59.1 32.9 NA 9.5 NA 4.2 10:50 AM TVA Stockpile 16.7 100.0 97.1 86.3 56.9 37.8 24.1 NA 9.1 NA 3.8 9:30 AM TVA Stockpile 16.8 100.0 100.0 95.7 81.0 60.1 38.8 NA 14.5 NA 4.6 12:30 PM TVA Stockpile 16.7 100.0 100.0 90.2 72.6 54.7 35.3 NA 12.8 NA 3.9 1:00 PM TVA Stockpile 16.9 100.0 100.0 95.3 72.2 49.8 30.3 NA 11.1 NA 3.5 10:00 AM TVA Stockpile 15.0 100.0 100.0 94.2 73.9 48.3 31.1 NA 16.3 NA 8.9 10:00 AM TVA Stockpile 16.7 100.0 100.0 94.7 77.9 56.3 35.9 NA 13.9 NA 4.5 1:00 PM TVA Stockpile 16.8 100.0 100.0 94.1 81.0 63.4 42.8 NA 17.2 NA 5.6 9:00 AM TVA Stockpile 17.0 100.0 100.0 97.5 78.5 57.0 35.7 NA 11.6 NA 3.8 8:30 AM TVA Stockpile 16.9 100.0 98.9 91.6 64.4 44.3 27.1 NA 10.3 NA 3.6 12:45 PM TVA Stockpile 16.8 100.0 100.0 92.2 74.8 53.9 34.3 NA 12.3 NA 3.9 WBNP-63 1:01 PM TVA Stockpile 16.8 100.0 100.0 98.2 74.5 51.5 31.7 NA 11.9 NA 3.7

TTS BAR Tennessee Valley Authority (Sheet 3 of 5)

N SIZE 1-1/4 in 1 in 3/4 in 3/8 in #4 #10 #16 #40 #100 #200 PERCENT PASSING FICATION LIMITS 1032.02 100 95-100 70-100 50-85 36-85 20-45 NA 8-25 NA 0-10 SAMPLE SAMPLE TIME SOURCE WT(LBS) 10:00 AM TVA Stockpile 16.7 100.0 100.0 95.7 77.4 53.2 32.2 NA 11.7 NA 3.4 1:00 PM TVA Stockpile 16.7 100.0 98.1 91.9 75.4 55.5 35.9 NA 12.5 NA 4.0 9:45 AM TVA Stockpile 16.9 100.0 100.0 89.3 65.7 43.1 28.1 NA 10.1 NA 4.3 9:45 AM TVA Stockpile 17.0 100.0 100.0 93.2 73.4 52.4 32.8 NA 13.0 NA 4.5 10:30 AM TVA Stockpile 16.6 100.0 100.0 91.4 71.3 49.4 29.3 NA 10.1 NA 4.3 9:45 AM TVA Stockpile 16.7 100.0 100.0 97.7 76.1 54.9 34.1 NA 10.2 NA 3.5 1:30 PM TVA Stockpile 16.1 100.0 100.0 86.9 52.2 30.0 15.0 NA 6.6 NA 8.3 9:30 AM TVA Stockpile 16.8 100.0 100.0 95.6 80.9 60.0 38.4 NA 14.5 NA 4.6 10:00 AM TVA Stockpile 16.7 100.0 100.0 87.3 49.9 32.2 19.9 NA 8.9 NA 3.9 9:30 AM TVA Stockpile 16.6 100.0 100.0 91.7 71.4 49.4 29.1 NA 10.2 NA 4.3 9:30 AM TVA Stockpile 16.7 100.0 100.0 87.2 49.8 32.3 20.0 NA 8.9 NA 3.8 9:30 AM TVA Stockpile 16.8 100.0 100.0 96.3 72.6 54.8 35.3 NA 12.8 NA 3.8 9:30 AM TVA Stockpile 16.7 100.0 98.6 86.4 64.4 43.3 24.3 NA 8.6 NA 3.5 9:30 AM TVA Stockpile 16.3 100.0 97.3 95.4 73.4 56.0 36.8 NA 13.7 NA 4.5 9:15 PM TVA Stockpile 16.7 100.0 100.0 87.2 49.8 32.2 20.0 NA 8.9 NA 3.8 1:00 PM TVA Stockpile 15.4 100.0 100.0 81.3 54.0 30.2 20.2 NA 14.5 NA 4.8 WBNP-63 10:30 AM TVA Stockpile 16.6 100.0 100.0 91.7 66.9 43.7 24.5 NA 9.5 NA 3.2 5:00 PM TVA Stockpile 16.8 100.0 98.1 91.2 73.3 53.1 29.8 NA 11.2 NA 4.5

TTS BAR Tennessee Valley Authority (Sheet 4 of 5)

N SIZE 1-1/4 in 1 in 3/4 in 3/8 in #4 #10 #16 #40 #100 #200 PERCENT PASSING FICATION LIMITS 1032.02 100 95-100 70-100 50-85 36-85 20-45 NA 8-25 NA 0-10 SAMPLE SAMPLE TIME SOURCE WT(LBS) 9:30 AM TVA Stockpile 15.3 100.0 97.3 95.2 73.3 55.9 36.5 NA 13.5 NA 3.7 10:00 AM TVA Stockpile 16.6 100.0 100.0 95.6 77.7 58.0 33.8 NA 10.5 NA 3.5 10:00 AM TVA Stockpile 16.5 100.0 100.0 91.5 71.1 49.1 29.0 NA 9.0 NA 2.8 7:30 AM TVA Stockpile 16.6 100.0 99.5 95.8 77.5 57.6 34.4 NA 10.3 NA 3.5 9:30 AM TVA Stockpile 16.6 100.0 100.0 97.7 82.2 63.5 41.3 NA 16.7 NA 5.9 9:30 AM TVA Stockpile 16.6 100.0 99.6 95.7 77.5 57.9 34.4 NA 10.3 NA 3.4 12:30 PM TVA Stockpile 16.7 100.0 97.2 91.9 77.4 57.4 35.6 NA 12.0 NA 2.5 9:30 AM TVA Stockpile 16.7 100.0 100.0 93.8 76.8 56.5 35.1 NA 11.6 NA 2.8 9:30 AM TVA Stockpile 16.7 100.0 100.0

67.1 48.6 29.8 NA 9.6 NA 3.4 1:00 PM TVA Stockpile 15.1 100.0 100.0 99.9 75.6 51.5 26.9 NA 7.1 NA 1.5 9:30 AM TVA Stockpile 16.6 100.0 97.8 90.4 69.8 46.9 27.3 NA 11.3 NA 4.2 9:30 AM TVA Stockpile 16.7 100.0 99.8 93.3 64.1 38.0 22.4 NA 8.3 NA 3.2 9:30 AM TVA Stockpile 15.6 100.0 100.0 95.2 77.0 58.2 33.6 NA 8.7 NA 1.6 9:30 PM TVA Stockpile 16.7 100.0 99.6 95.5 77.9 57.8 34.6 NA 11.0 NA 4.2 10:00 AM TVA Stockpile 15.8 100.0 100.0 92.0 56.1 37.1 22.9 NA 9.4 NA 3.3 9:30 AM TVA Stockpile 16.7 100.0 100.0 89.4 67.4 48.6 29.9 NA 9.8 NA 3.1 WBNP-63 12:30 PM TVA Stockpile 16.2 100.0 99.2 90.1 75.6 57.8 31.2 NA 4.8 NA 1.7 10:30 AM TVA Stockpile 16.5 100.0 100.0 91.8 64.7 42.7 24.5 NA 9.0 NA 4.0

TTS BAR Tennessee Valley Authority (Sheet 5 of 5)

N SIZE 1-1/4 in 1 in 3/4 in 3/8 in #4 #10 #16 #40 #100 #200 PERCENT PASSING FICATION LIMITS 1032.02 100 95-100 70-100 50-85 36-85 20-45 NA 8-25 NA 0-10 SAMPLE SAMPLE TIME SOURCE WT(LBS) 9:30 AM TVA Stockpile 16.5 100.0 97.4 94.7 73.1 52.5 30.7 NA 8.3 NA 2.5 5:30 PM TVA Stockpile 16.7 100.0 100.0 93.2 68.3 96.7 27.5 NA 8.7 NA 3.1 10:00 AM TVA Stockpile 16.8 100.0 97.7 89.7 73.3 53.7 34.3 NA 12.9 NA 3.6 9:30 AM TVA Stockpile 15.7 100.0 100.0 89.2 61.7 41.9 23.9 NA 7.0 NA 2.6 9:30 AM TVA Stockpile 15.8 100.0 100.0 91.8 56.4 37.6 22.7 NA 9.5 NA 3.5 2:00 PM TVA Stockpile 16.7 100.0 100.0 97.6 75.9 54.8 34.2 NA 10.2 NA 3.4 1:00 PM TVA Stockpile 15.8 100.0 100.0 96.5 79.6 58.4 34.0 NA 9.9 NA 0.0 2:00 PM TVA Stockpile 16.4 100.0 100.0 98.0 77.0 57.7 35.0 NA 9.2 NA 1.6 2:00 PM TVA Stockpile 15.2 100.0 100.0 99.4 76.0 51.4 27.2 NA 7.5 NA 0.0 1:00 PM TVA Stockpile 16.8 100.0 100.0 96.1 75.5 52.8 31.3 NA 10.1 NA 3.2 1:30 PM TVA Stockpile 16.5 100.0 100.0 97.5 77.0 51.9 28.7 NA 9.7 NA 4.0 TVA Stockpile 16.8 100.0 100.0 95.6 80.4 64.8 43.3 NA 16.6 NA 6.5 10:30 PM TVA Stockpile 16.7 100.0 100.0 97.5 64.9 40.2 21.7 NA 6.8 NA 1.2 TVA Stockpile 16.8 100.0 100.0 92.2 74.8 53.9 34.3 NA 2.3 NA 3.9 9:30 AM TVA Stockpile 16.9 100.0 100.0 95.3 63.4 46.5 28.6 NA 8.6 NA 2.4 7:10 AM TVA Stockpile 16.2 100.0 99.1 90.2 75.3 57.8 31.1 NA 4.9 NA 1.1 WBNP-63 10:30 AM TVA Stockpile 16.8 100.0 100.0 85.6 68.8 43.2 26.1 NA 8.9 NA 3.6 itted by mistake

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 1 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level R 1 698.6 712.9 713.5 711.2 703.4 713.2 716.3 -- 680.61 2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 698.9 713.0 713.6 711.4 703.0 713.0 716.1 0.00 681.83 5 -- -- -- -- -- -- -- -- --

6 -- -- -- -- -- -- -- 1.20 --

7 -- -- -- -- -- -- -- -- --

8 698.6 713.0 713.2 711.4 703.6 713.2 716.3 0.00 681.99 9 -- -- -- -- -- -- -- 0.00 --

10 699.0 713.3 714.0 711.5 703.2 713.3 717.3 0.00 682.04 11 -- -- -- -- -- -- -- -- --

12 -- -- -- -- -- -- -- -- --

13 -- -- -- -- -- -- -- 0.93 --

14 -- -- -- -- -- -- -- -- --

15 698.8 713.3 714.0 711.5 702.9 712.7 717.1 -- 681.87 16 -- -- -- -- -- -- -- 0.25 --

17 -- -- -- -- -- -- -- 0.30 --

18 699.1 713.4 714.1 711.6 703.4 713.3 717.1 0.20 681.95 19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- -- --

22 699.3 713.2 713.6 711.6 703.1 713.1 716.9 0.47 680.90 23 -- -- -- -- -- -- -- 0.00 --

24 699.4 713.3 713.5 711.4 703.0 713.1

0.00 679.45 25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 698.9 712.9 712.9 710.8 702.7 712.3

0.00 681.38 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-227

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 2 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 30 -- -- -- -- -- -- -- 0.00 --

31 -- -- -- -- -- -- -- 0.41 --

Destroyed R 1 698.9 712.7 712.8 710.6 702.7 709.91

0.00 680.74 2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.00 --

5 698.7 712.7 712.3 709.9 702.6 707.3 -- 0.21 679.45 6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 698.5 712.6 712.1 709.0 702.6 707.3 -- 0.54 680.31 9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 698.4 712.5 712.1 707.7 702.8 707.4 -- 0.00 680.41 13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 698.4 712.3 711.4 707.3 702.7 707.2 707.7** 0.00 680.04 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.49 --

18 -- -- -- -- -- -- -- 0.00 --

19 698.5 712.7 713.1 709.0 702.8 707.3 716.5 0.00 680.5 20 -- -- -- -- -- -- -- 0.00 --

21 698.6 712.1 710.7 706.8 702.6 707.1 716.4 0.00 680.54 22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

28 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 3 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 25 -- -- -- -- -- -- -- 0.66 --

26 698.6 711.9 710.1 706.3 702.7 707.0 716.8 0.18 680.96 27 -- -- -- -- -- -- -- 0.11 --

28 698.5 711.9 710.0 706.2 702.6 707.1 716.9 0.00 681.32 29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.00 --

Destroyed

- Repaired 1 Dropping due to nearby excavation for CML Y 1 -- -- -- -- -- -- -- 0.02 --

2 -- -- -- -- -- -- -- 0.00 --

3 698.2 711.9 709.8 705.9 702.6 707.2 716.9 0.00 682.18 4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 698.8 711.7 709.5 705.7 702.5 707.2 716.8 0.41 682.35 8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.00 --

10 698.7 711.8 710.7 705.6 702.5 707.3 716.8 0.00 682.57 11 -- -- -- -- -- -- -- 0.00 --

12 698.7 711.9 711.0 705.6 702.5 707.2 716.7 0.00 682.40 13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 698.6 712.0 711.0 705.8 702.5 707.2 716.8 0.00 682.17 18 -- -- -- -- -- -- -- 0.00 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-229

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 4 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 19 -- -- -- -- -- -- -- 0.00 --

20 698.5 712.1 710.9 705.9 702.5 707.2 716.8 0.00 682.16 21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 1.78 --

23 -- -- -- -- -- -- -- 0.00 --

24 698.9 712.3 711.7 705.9 702.5 707.4 716.9 0.00 682.13 25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.38 --

27 699.0 712.5 711.9 706.1 702.5 707.3 716.9 0.00 682.60 28 -- -- -- -- -- -- -- 0.70 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.00 --

31 -- -- -- -- -- -- -- 0.00 --

NE 1 699.4 712.6 712.1 706.2 702.5 707.4 716.9 0.00 682.77 2 -- -- -- -- -- -- -- 0.00 --

3 699.3 712.6 712.0 706.4 702.5 707.5 716.9 0.00 682.35 4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 699.1 712.6 712.2 706.5 702.4 707.4 716.9 0.00 682.31 8 -- -- -- -- -- -- -- 0.00 --

9 699.0 712.6 7123 706.5 702.5 707.4 716.8 0.00 682.11 10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 698.9 712.5 713.0 706.7 702.5 707.3 716.7 0.00 682.41 15 -- -- -- -- -- -- -- 0.00 --

16 699.3 712.6 713.0 706.6 702.5 707.3 716.7 0.00 682.45 30 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 5 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 699.7 712.6 712.9 706.6 702.5 707.3 716.6 0.00 683.01 22 -- -- -- -- -- -- -- 0.00 --

23 699.7 712.4 712.5 706.8 702.4 707.3 716.5 0.00 682.57 24 -- -- -- -- -- -- -- 0.02 --

25 -- -- -- -- -- -- -- 0.01 --

26 -- -- -- -- -- -- -- 1.83 --

27 -- -- -- -- -- -- -- 0.16 --

28 700.0 712.6 712.8 706.8 702.5 707.4 716.6 0.00 682.87 29 -- -- -- -- -- -- -- 0.00 --

30 700.0 712.5 712.7 706.8 702.4 707.4 717.1 0.00 682.64 LY 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 700.0 712.6 712.8 706.7 702.4 707.3 717.0 0.00 682.77 7 -- -- -- -- -- -- -- 0.00 --

8 700.1 7126 712.7 706.9 702.5 707.3 716.9 0.03 681.93 9 -- -- -- -- -- -- -- 0.22 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 700.0 712.6 712.8 706.9 702.4 707.4 716.9 0.00 683.50 13 -- -- -- -- -- -- -- 0.00 --

14 700.1 712.5 712.8 706.8 702.4 707.4 716.9 0.00 682.7 15 -- -- -- -- -- -- -- 0.00 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-231

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 6 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 700.0 712.5 712.8 706.8 702.3 707.3 717.0 0.00 682.26 20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.42 --

22 700.1 712.5 712.7 706.8 702.3 706.7 716.8 0.02 683.46 23 -- -- -- -- -- -- -- 0.01 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.00 --

26 700.0 712.3 712.7 706.7 702.4 706.4 716.2 0.00 682.57 27 -- -- -- -- -- -- -- 0.29 --

28 -- -- -- -- -- -- -- 0.03 --

29 700.0 712.7 712.7 706.9 702.3 706.4 716.7 0.00 682.05 30 -- -- -- -- -- -- -- 0.12 --

31 -- -- -- -- -- -- -- 0.97 --

G 1 -- -- -- -- -- -- -- 0.00 --

2 700.2 712.7 712.7 706.8 702.5 706.5 716.8 0.00 683.99 3 -- -- -- -- -- -- -- 0.00 --

4 700.1 712.7 712.7 706.7 702.4 706.4 716.8 0.00 683.70 5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.21 --

8 -- -- -- -- -- -- -- 0.50 --

9 700.2 712.7 712.7 706.7 702.4 707.4 716.7 0.63 682.83 10 -- -- -- -- -- -- -- 0.35 --

11 700.1 712.7 712.6 706.7 702.5 708.0 716.7 0.13 682.90 12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

32 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 7 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 699.9 711.9 712.5 706.7 702.4 708.9 716.9 0.33 681.23 17 -- -- -- -- -- -- -- 1.26 --

18 700.2 712.8 712.7 706.7 702.5 707.1 717.0 0.02 682.40 19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 0.00 --

23 699.9 712.6 712.7 706.7 702.5 709.7* 717.0 0.52 682.63 24 -- -- -- -- -- -- -- 0.00 --

25 700.0 712.7 712.7 706.7 702.5 710.0 716.9 0.00 682.68 26 -- -- -- -- -- -- -- 0.10 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.00 --

30 699.9 712.6 712.5 706.7 702.4 709.6 716.8 0.17 682.40 31 -- -- -- -- -- -- -- 0.53 --

Changed 2.6 since 18th.

PT 1 699.9 712.5 712.6 706.7 702.5 709.8 716.8 0.03 682.50 2 -- -- -- -- -- -- -- 0.25 --

3 -- -- -- -- -- -- -- 0.02 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 699.9 712.5 712.3 706.5 702.4 710.4 717.0 0.00 681.8 7 -- -- -- -- -- -- -- 0.00 --

8 699.8 712.5 712.5 706.6 702.5 710.5 717.2 0.00 681.19 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-233

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 8 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.22 --

12 -- -- -- -- -- -- -- 0.00 --

13 699.6 712.3 712.3 706.6 702.5 710.5 717.1 0.08 680.86 14 -- -- -- -- -- -- -- 0.11 --

15 699.7 712.5 712.4 706.6 702.5 710.6 717.1 0.00 682.10 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

20 699.8 712.3 712.3 708.3 702.4 710.4 717.0 0.00 681.70 21 -- -- -- -- -- -- -- 0.00 --

22 699.2 712.3 713.1 708.7 702.5 710.3 716.9 0.00 682.04 23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.44 --

26 -- -- -- -- -- -- -- 0.09 --

27 698.9 712.4 713.3 709.4 702.4 710.5 716.9 0.00 681.55 28 -- -- -- -- -- -- -- 0.00 --

29 698.9 712.4 713.2 709.6 702.4 710.5 716.9 0.00 682.33 30 -- -- -- -- -- -- -- 0.00 --

Changed 2.6 since 18th.

T 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 698.4 712.5 713.6 709.9 702.4 710.3 716.9 0.00 682.14 34 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 9 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 5 -- -- -- -- -- -- -- 0.00 --

6 698.8 712.3 713.0 710.2 702.4 710.2 716.9 0.00 681.92 7 -- -- -- -- -- -- -- 1.38 --

8 -- -- -- -- -- -- -- 0.04 --

9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.77 --

11 -- -- -- -- -- -- -- 0.00 --

12 699.4 712.6 713.9 710.5 702.6 711.1 717.3 0.69 681.34 13 -- -- -- -- -- -- -- 0.35 --

14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 699.7 713.2 714.4 710.7 702.6 711.3 717.1 0.00 680.74 19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

25 698.8 713.2 714.3 710.9 702.5 711.0 717.1 0.00 681.43 26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.00 --

31 -- -- -- -- -- -- -- 0.00 --

V 1 698.2 712.8 713.3 710.7 702.5 711.0 711.1 0.00 679.77 2 -- -- -- -- -- -- -- 0.00 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-235

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 10 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 3 -- -- -- -- -- -- -- 2.32 --

4 -- -- -- -- -- -- -- 0.05 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 698.1 712.6 712.8 710.2 702.7 711.6 717.2 0.00 680.29 9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 -- -- -- -- -- -- -- 0.60 --

13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 697.8 712.5 712.5 709.9 702.7 711.6 717.1 0.00 680.60 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 1.48 --

18 -- -- -- -- -- -- -- 0.41 --

19 -- -- -- -- -- -- -- 0.08 --

20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.78 --

22 698.7 712.8 712.9 710.1 702.7 712.3 717.5 0.16 680.00 23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.19 --

28 -- -- -- -- -- -- -- 1.53 29 699.5 712.8 712.7 710.0 703.8 712.8 717.7 0.00 680.32 30 -- -- -- -- -- -- -- 1.03 --

C 1 -- -- -- -- -- -- -- 2.79 --

36 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 11 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.08 --

5 -- -- -- -- -- -- -- 0.69 --

6 700.2 713.1 713.5 710.4 703.5 713.4 718.2 0.00 682.32 7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.88 --

12 -- -- -- -- -- -- -- 0.15 --

13 699.9 713.2 714.1 710.8 703.4 713.2 718.2 0.00 681.1 14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 1.59 --

16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.08 --

20 700.3 713.6 714.4 711.4 703.0 713.4 718.5 0.00 683.0 21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 0.03 --

23 -- -- -- -- -- -- -- 0.05 --

24 -- -- -- -- -- -- -- 0.04 --

25 -- -- -- -- -- -- -- 0.16 --

26 -- -- -- -- -- -- -- 0.60 --

27 700.1 713.8 714.5 711.2 702.7 712.5 717.8 0.00 681.31 28 -- -- -- -- -- -- -- 0.72 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.11 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-237

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 12 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 31 -- -- -- -- -- -- -- 0.00 --

N 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 1.13 --

3 700.0 713.6 714.6 711.7 703.0 713.1 718.2 0.00 681.02 4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.26 --

10 699.8 713.4 714.3 711.5 702.8 712.8 718.5 0.10 679.00 11 -- -- -- -- -- -- -- 0.04 --

12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 699.5 713.2 713.9 711.0 702.7 712.5 718.3 0.00 680.30 18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.26 --

21 -- -- -- -- -- -- -- 0.33 --

22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.00 --

24 699.3 713.3 713.9 711.1 702.9 712.6 718.3 0.00 680.10 25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

38 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 13 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 29 -- -- -- -- -- -- -- 0.08 --

30 -- -- -- -- -- -- -- 0.06 --

31 699.0 713.3 713.8 711.0 702.7 712.4 718.6 0.00 678.42 B 1 -- -- -- -- -- -- -- 1.87 --

2 -- -- -- -- -- -- -- 0.08 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.11 --

6 -- -- -- -- -- -- -- 0.35 --

7 699.3 713.3 713.9 711.2 702.7 713.4 718.8 0.00 680.64 8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.03 --

10 -- -- -- -- -- -- -- 1.34 --

11 -- -- -- -- -- -- -- 0.16 --

12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 700.0 713.5 713.7 711.0 703.2 713.7 718.7 0.00 681.00 15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 699.5 713.3 713.2 710.7 702.7 712.7 718.3 0.48 680.11 22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-239

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 14 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 27 -- -- -- -- -- -- -- 0.00 --

28 699.4 713.1 712.9 710.4 702.7 712.7 719.0 0.00 677.46 R 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.63 --

6 -- -- -- -- -- -- -- 0.41 --

7 699.0 713.4 713.9 710.8 703.2 712.8 718.8 0.00 678.77 8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.03 --

12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 698.9 713.5 714.5 710.6 702.8 712.6 718.9 0.00 679.64 15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 1.31 --

21 698.5 713.5 713.9 711.0 702.9 712.5 718.6 0.00 678.32 22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.27 --

25 -- -- -- -- -- -- -- 0.02 --

26 -- -- -- -- -- -- -- 0.43 --

27 -- -- -- -- -- -- -- 0.53 --

40 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 15 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 28 698.3 713.2 713.9 710.7 702.9 712.1 718.4 0.00 676.98 29 -- -- -- -- -- -- -- 0.37 --

30 -- -- -- -- -- -- -- 0.06 --

31 -- -- -- -- -- -- -- 0.45 --

R 1 -- -- -- -- -- -- -- 0.13 --

2 -- -- -- -- -- -- -- 0.61 --

3 -- -- -- -- -- -- -- 0.00 --

4 698.2 713.0 713.7 710.9 702.9 712.8 718.6 0.00 677.21 5 -- -- -- -- -- -- -- 3.71 --

6 -- -- -- -- -- -- -- 0.03 --

7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.50 --

9 -- -- -- -- -- -- -- 1.02 --

10 -- -- -- -- -- -- -- 0.00 --

11 700.0 713.5 714.3 711.2 703.5 714.3 719.0 0.04 684.35 12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.12 --

14 -- -- -- -- -- -- -- 0.98 --

15 -- -- -- -- -- -- -- 0.00 00 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 700.2 714.0 715.4 711.6 702.8 713.1 719.2 0.13 683.78 19 -- -- -- -- -- -- -- 0.00 --

20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 0.00 --

23 -- -- -- -- -- -- -- 0.90 --

24 -- -- -- -- -- -- -- 0.54 --

25 699.9 714.3 715.7 712.1 703.0 713.0 719.1 0.00 683.84 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-241

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 16 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.00 --

Y 1 -- -- -- -- -- -- -- 0.00 --

2 700.1 714.1 715.2 712.1 702.7 712.5 719.1 0.00 683.44 3 -- -- -- -- -- -- -- 0.75 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.62 --

9 699.9 713.8 714.8 711.8 702.6 712.2 718.9 0.00 684.15 10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.29 --

16 699.8 713.8 714.9 711.7 702.6 712.1 718.9 0.16 683.74 17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 1.47 --

20 -- -- -- -- -- -- -- 0.77 --

21 -- -- -- -- -- -- -- 0.53 --

22 -- -- -- -- -- -- -- 0.78 --

23 700.3 714.0 714.6 711.5 703.7 713.5 719.0 0.58 687.77 24 -- -- -- -- -- -- -- 0.00 --

42 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 17 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.22 --

30 -- -- -- -- -- -- -- 0.00 --

31 700.2 713.6 714.5 711.2 702.7 712.5 719.1 0.00 683.62 NE 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.34 --

5 -- -- -- -- -- -- -- 0.00 --

6 700.2 713.3 714.5 711.2 702.6 712.1 718.9 0.50 684.83 7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.00 --

12 -- -- -- -- -- -- -- 0.00 --

13 700.1 713.2 713.6 710.4 702.5 711.8 718.7 0.00 684.28 14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.07 --

17 -- -- -- -- -- -- -- 0.75 --

18 -- -- -- -- -- -- -- 2.08 --

19 -- -- -- -- -- -- -- 1.42 --

20 699.8 713.1 713.9 711.0 702.5 711.4 718.8 0.00 684.09 21 -- -- -- -- -- -- -- 0.00 --

22 -- -- -- -- -- -- -- 0.20 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-243

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 18 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 23 -- -- -- -- -- -- -- 0.18 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 698.9 712.6 712.9 710.4 702.5 711.7 718.6 0.19 683.94 28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.16 --

LY 1 -- -- -- -- -- -- -- 0.00 --

2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.05 --

5 698.6 712.3 712.4 710.1 702.5 711.5 718.5 0.14 683.89 6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 -- -- -- -- -- -- -- 0.00 --

9 -- -- -- -- -- -- -- 0.00 --

10 -- -- -- -- -- -- -- 0.00 --

11 698.3 712.0 712.0 709.8 702.5 711.1 718.2 0.00 683.47 12 -- -- -- -- -- -- -- 0.00 --

13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 -- -- -- -- -- -- -- 0.00 --

16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 698.2 711.9 711.6 709.7 702.5 710.4 718.0 0.00 682.78 19 -- -- -- -- -- -- -- -- --

20 -- -- -- -- -- -- -- -- --

21 -- -- -- -- -- -- -- -- --

44 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 19 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 22 -- -- -- -- -- -- -- -- --

23 -- -- -- -- -- -- -- -- --

24 0.04 --

25 696.2 711.7 711.5 709.4 702.5 711.5 718.1 -- 683.35 26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 -- -- -- -- -- -- -- 0.00 --

30 -- -- -- -- -- -- -- 0.00 --

31 -- -- -- -- -- -- -- 0.16 --

G 1 697.0 711.3 711.7 709.6 702.5 710.9 718.3 0.01 683.17 2 -- -- -- -- -- -- -- 0.00 --

3 -- -- -- -- -- -- -- 0.00 --

4 -- -- -- -- -- -- -- 0.00 --

5 -- -- -- -- -- -- -- 0.00 --

6 -- -- -- -- -- -- -- 0.00 --

7 -- -- -- -- -- -- -- 0.00 --

8 695.0 711.3 711.0 709.2 702.5 710.5 717.8 0.00 682.95 9 -- -- -- -- -- -- -- 0.01 --

10 -- -- -- -- -- -- -- 0.00 --

11 -- -- -- -- -- -- -- 0.79 --

12 -- -- -- -- -- -- -- 0.01 --

13 -- -- -- -- -- -- -- 0.00 --

14 -- -- -- -- -- -- -- 0.00 --

15 695.2 711.3 711.5 708.9 702.4 710.5 719.6 0.00 682.86 16 -- -- -- -- -- -- -- 0.00 --

17 -- -- -- -- -- -- -- 0.00 --

18 -- -- -- -- -- -- -- 0.00 --

19 -- -- -- -- -- -- -- 0.00 --

LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-245

Table 2.5-58 Watts Bar Nuclear Plant ERCW - Piezometers Water Level Readings (Sheet 20 of 20) e Rainfall Lake 2 P-1 P-2 P-3 P-4 P-6 P-7 P-8 in. Level 20 -- -- -- -- -- -- -- 0.00 --

21 -- -- -- -- -- -- -- 0.00 --

22 693.8 711.4 710.7 708.9 702.4 710.2 717.5 0.00 682.73 23 -- -- -- -- -- -- -- 0.00 --

24 -- -- -- -- -- -- -- 0.00 --

25 -- -- -- -- -- -- -- 0.00 --

26 -- -- -- -- -- -- -- 0.00 --

27 -- -- -- -- -- -- -- 0.00 --

28 -- -- -- -- -- -- -- 0.00 --

29 693.7 711.4 710.6 708.8 702.4 709.4 717.4 0.00 683.10 30 -- -- -- -- -- -- -- 0.00 --

31 -- -- -- -- -- -- -- 0.00 --

46 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-59 ERCW Route Liquefaction Evaluation Maximum and Average Element Stresses and Peak Accleration at the Top of Each Layer (Sheet 1 of 2)

Top of Ground Top of Rock Depth Layer (Feet) 0.25g 5Hz 0.18g 5 Hz 0.225g 5 Hz 0.25g 25 Hz 0.18g 25 Hz x Element Stresses (psf) 1 1.5 44 32 39 50 80 2 4.5 132 95 118 149 239 3 7.5 220 159 196 244 395 4 10.5 308 221 275 339 549 5 13.5 396 283 351 433 692 6 16.6 484** 344 429 520 814 7 19.5 566** 407 502 600 942 8 22.5 645 466 574 671 1044 9 25.5 720 522 643 734 130 10 28.5 790 575 709 793 1198 erage Element Stresses* (psf) 1 1.5 29 21 25 33 52 2 4.5 86 62 77 97 155 3 7.5 143 103 127 159 257 4 10.5 200 144 179 220 357 5 13.5 257 184 228 281 449 6 16.5 315 224 279 338 536 7 19.5 368 265 326 390 612 8 22.5 419 303 373 436 679 9 25.5 468 339 418 477 735 10 28.5 514 374 461 515 779 of Layer Accelerations (g) 1 0 .24 .17 .22 .28 .44 2 3 .24 .17 .22 .28 .44 3 6 .24 .17 .22 .27 .44 4 9 .24 .17 .21 .26 .43 5 12 .24 .17 .21 .25 .41 6 15 .23 .17 .21 .25 .39 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-247

Table 2.5-59 ERCW Route Liquefaction Evaluation Maximum and Average Element Stresses and Peak Accleration at the Top of Each Layer (Sheet 2 of 2)

Top of Ground Top of Rock Depth Layer (Feet) 0.25g 5Hz 0.18g 5 Hz 0.225g 5 Hz 0.25g 25 Hz 0.18g 25 Hz 7 18 .23 .16 .20 .24 .36 8 21 .22 .16 .20 .22 .32 9 24 .21 .15 .19 .22 .27 10 27 .20 .15 .18 .22 .22 11 30 .20 .14 .18 .23 .20

Average element stress - 0.65* max element stress

- Assume 500 psf at 17.5 feet 48 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

Table 2.5-60 Factors of Safety with Depth When the Water Table is not Considered Depth v h t FS = f t avg er (Feet) (psf) (psf) t/3 tf tavg Sample 3 - Reconstituted 1 1.5 180 90 0.34 31 29 1.07 2 4.5 540 270 0.34 92 86 1.07 3 7.5 900 450 0.34 153 143 1.07 4 10.5 1260 630 0.34 214 200 1.07 5 13.5 1620 810 0.34 275 257 1.07 6 16.5 1980 990 0.34 337 315 1.07 7 19.5 2340 1170 0.34 398 368 1.08 8 22.5 2700 1350 0.34 459 419 1.10 9 25.5 3060 1530 0.34 520 468 1.11 10 28.5 3420 1710 0.34 581 514 1.13 Sample 2 - In situ 1 1.5 180 90 0.60 54 29 1.86 2 4.5 540 270 0.60 162 86 1.88 3 7.5 900 450 0.60 270 143 1.89 4 10.5 1260 630 0.60 378 200 1.89 5 13.5 1620 810 0.60 486 257 1.89 6 16.5 1980 990 0.60 594 315 1.89 7 19.5 2340 1170 0.60 702 368 1.91 8 22.5 2700 1350 0.60 810 419 1.93 9 25.5 3060 1530 0.60 918 468 1.96 10 28.5 3420 1710 0.60 1026 514 2.00 Notation:

v= effective vertical stress sn= effective horizontal stress t/ 3= cyclic stress ration tf= cyclic shear stress corresponding to 5% strain tavg= average on effective shear stress FS = Factor of Safety against 5% cyclic strain potential LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-249

Table 2.5-61 Factors of Safety with Depth Assuming the Water Table is 16.5 feet Below Ground Surface Depth oh Layer (Feet) o v (psf) (psf) t /o 3 tf t avg FS= t f/t avg Sample 3 - Reconstituted 1 1.5 180 90 0.34 31 29 1.07 2 4.5 540 270 0.34 92 86 1.07 3 7.5 900 450 0.34 153 143 1.07 4 10.5 1260 630 0.34 214 200 1.07 5 13.5 1620 810 0.34 275 257 1.07 6 16.5 1980 990 0.34 337 315 1.07 7 19.5 2160 1080 0.34 367 368 1.00 8 22.5 2340 1170 0.34 398 419 .95 9 25.5 2520 1260 0.34 428 468 .91 10 28.5 2700 1350 0.34 459 514 .89 Sample 2 - In situ 1 1.5 180 90 0.60 54 29 1.86 2 4.5 540 270 0.60 162 86 1.88 3 7.5 900 450 0.60 270 143 1.89 4 10.5 1260 630 0.60 378 200 1.89 5 13.5 1620 810 0.60 486 257 1.89 6 16.5 1980 990 0.60 594 315 1.89 7 19.5 2160 1080 0.60 648 368 1.76 8 22.5 2340 1170 0.60 702 419 1.68 9 25.5 2520 1260 0.60 756 468 1.62 10 28.5 2700 1350 0.60 810 514 1.58 Notation:

sv = effective vertical stress sn = effective horizontal stress t/s3 = cyclic stress ration tf = cyclic shear stress corresponding to 5% strain tavg = average on effective shear stress FS = Factor of Safety against 5% cyclic strain potential 50 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

TTS BAR LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 1 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 700.9 13 SM-SC 28.3 6.5 25.1 0.074 49.0 700.7 5 SM NP NP 26.5 0.110 31.0 same sample 700.7 5 SM 23.0 1.0 29.0 0.990 42.0 698.7 6 SM 23.0 1.0 29.9 0.990 41.0 696.7 5 SM NP NP 31.8 0.120 29.0 same sample 696.7 5 SM 29.0 4.0 32.4 0.080 47.0 692.7 5 SM 23.0 1.0 28.7 0.080 47.0 690.7 6 SM NP NP 30.0 0.120 31.0 688.7 17 SM NP NP 31.2 0.120 38.0 same sample 688.7 17 SM NP NP 21.2 0.650 19.4 699.9 4 SM 30.8 6.9 28.1 0.080 48.0 697.9 5 SM 25.9 3.3 30.1 0.080 45.0 695.9 5 SM 25.9 3.3 29.7 0.080 45.0 693.9 7 SM NP NP 26.2 0.085 45.0 691.9 7 SM NP NP 24.0 0.085 45.0 702.2 14 SM NP NP 25.5 0.010 35.0 700.2 11 SM 27.0 2.0 28.8 0.100 37.0 same sample 700.2 11 SM NP NP 26.9 0.173 22.0 WBNP-50 698.2 13 SM 26.0 2.0 27.4 0.100 38.0 same sample

TTS BAR (Sheet 2 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 698.2 13 SM NP NP 28.8 0.120 29.0 696.2 9 SM NP NP 33.5 0.130 26.0 same sample 696.2 9 SM NP NP 33.5 0.120 26.0 694.2 5 SM NP NP 38.4 0.090 39.0 701.8 10 SM 34.1 7.6 22.4 0.084 47.0 697.8 5 SM NP NP 28.2 0.098 43.0 695.8 8 SM NP NP 29.1 0.093 43.0 693.8 2 SM NP NP 31.5 0.087 47.0 691.8 10 G-SM NP NP 23.7 0.190 33.9 704.0 19 G-SM NP NP 17.3 0.250 29.0 710.5 3 SM NP NP 29.3 0.148 26.0 708.5 8 SM NP NP 27.5 0.141 31.0 A 709.5 4 SM 23.0 1.0 30.0 0.105 35.0 same sample 709.5 4 SM NP NP 29.1 0.110 30.0 707.5 9 SM 24.0 2.0 27.9 0.100 27.0 same sample 707.5 9 SM 24.0 1.0 28.9 0.090 43.0 712.0 11 SM 34.1 8.7 23.6 - -

710.9 12 SM 30.0 4.4 20.1 - -

WBNP-50 708.9 8 SM NP NP - - -

706.9 8 SM NP NP - - -

TTS BAR (Sheet 3 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 704.9 8 SM NP NP 25.3 - -

A 714.5 13 SM 31.0 3.0 24.3 0.078 48.0 712.5 7 SM NP NP 22.8 0.105 33.0 710.5 7 SM NP NP 24.3 0.120 29.0 708.5 5 SM NP NP 34.2 0.120 29.0 706.5 8 SM 22.0 1.0 27.0 0.120 33.0 704.5 7 SM NP NP 30.9 0.100 35.0 713.2 9 SM 29.0 2.0 25.7 0.085 43.0 711.2 6 SM 25.0 1.0 27.5 0.090 41.0 709.2 3 SM 25.0 1.0 33.1 0.100 38.0 same sample 709.2 3 SM NP NP 32.9 0.110 31.0 707.2 5 SM 25.0 1.0 32.5 0.100 34.0 705.2 7 SM 26.0 2.0 27.1 0.075 50.0 same sample 705.2 7 SM 25.0 1.0 30.8 0.100 35.0 712.0 12 SM 33.1 6.6 21.5 0.077 48.0 710.0 10 SM NP NP 15.7 0.132 32.5 708.0 7 SM 30.1 5.1 23.7 0.091 43.0 706.0 5 SM 28.9 3.5 28.2 0.140 34.0 WBNP-50 704.0 8 - - - - - - no sample 710.9 5 SM NP NP 26.3 0.100 40.0

TTS BAR (Sheet 4 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 708.9 8 SM NP NP 28.5 0.122 35.0 706.9 12 SM NP NP 21.9 0.145 33.0 712.9 9 SM 25.9 1.8 20.7 - -

713.2 6 SM 28.1 2.5 23.4 0.079 49.0 711.2 7 SM 28.1 2.5 24.5 0.79 49.0 705.2 13 SM 26.4 2.3 15.0 - -

A 713.2 8 SM 29.0 3.0 25.1 0.073 50.0 711.2 8 SM NP NP 22.1 0.100 36.0 709.2 12 SM 29.0 1.0 27.1 0.073 49.0 707.2 4 SM 28.0 2.0 35.6 0.090 41.0 705.2 9 SM 22.0 1.0 27.8 0.140 31.0 same sample 705.2 9 SM NP NP 29.1 0.180 21.0 B 710.6 8 SM 27.0 3.0 24.7 0.090 42.0 708.6 9 SM 34.0 5.0 36.2 0.080 46.0 706.6 8 SM-SC 27.0 5.0 30.0 0.105 35.0 704.6 7 SM-SC 26.0 5.0 32.5 0.110 35.0 C 710.6 8 SM-SC 27.0 4.0 27.5 0.095 38.0 711.5 8 SM NP NP 15.5 0.110 35.0 WBNP-50 709.5 9 SM NP NP 18.2 0.110 35.0 705.5 14 SM NP NP 22.1 0.375 13.0

TTS BAR (Sheet 5 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 706.7 4 SM NP NP 38.7 0.110 36.0 707.6 12 SM 31.6 6.2 27.5 0.078 48.0 704.6 17 G-SM NP NP 7.8 0.79 19.0 695.1 7 - - - - - - no sample 693.1 9 G-SP-SM NP NP 13.5 1.80 12.0 A 701.0 3 SM-SC 21.0 5.0 21.2 0.093 45.0 697.0 8 SM 37.0 11.0 43.1 0.130 41.0 B 696.3 21 SM 37.0 7.0 27.7 0.300 34.0 702.4 13 G-SM 21.6 1.9 14.6 0.200 25.0 701.7 18 G-SM NP NP 17.1 0.460 14.0 707.7 15 G-SW-SM NP NP 10.8 2.500 10.0 711.5 2 SM 22.9 2.5 32.2 0.088 44.0 712.0 20 G-SM NP NP 13.7 0.430 21.0 720.9 15 SM NP NP 22.5 0.134 39.0 718.9 7 SM 24.2 1.7 23.8 0.173 34.0 716.9 12 SM 27.0 3.0 25.8 0.153 33.0 714.9 5 SM-SC 32.1 8.5 30.2 0.105 46.0 710.9 5 GM 26.2 2.2 24.3 0.210 37.0 WBNP-50 A 720.9 10 SM 26.0 2.0 23.8 0.120 32.0 718.9 13 SM NP NP 17.8 0.230 17.0 same sample

TTS BAR (Sheet 6 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 718.9 13 SM NP NP 17.0 0.180 20.0 718.4 9 SM NP NP 18.4 0.230 24.0 716.4 10 SM NP NP 21.5 0.220 24.0 708.4 19 G-SM NP NP 12.7 0.220 32.0 717.8 20 SM 28.3 1.6 27.7 0.090 47.0 715.8 19 SM 27.6 3.0 30.2 0.122 39.0 713.8 5 SM NP NP 34.3 0.155 36.0 711.8 11 G-SW-SM NP NP 20.4 2.000 11.0 721.0 5 SM-SC 30.4 7.1 28.4 0.084 47.0 719.0 6 SM-SC 30.4 7.1 26.9 0.084 47.0 717.0 3 SM 27.2 3.3 31.1 0.097 45.0 715.0 4 SM 29.7 4.7 33.5 0.090 43.0 713.0 17 G-SM 28.7 3.8 27.8 0.190 26.0 A 721.5 7 SM 31.0 7.0 28.9 0.080 48.0 719.5 11 SP-SM NP NP 28.2 0.220 8.0 717.5 4 SM 30.0 3.0 36.3 0.080 45.0 715.5 5 SM 31.0 5.0 34.3 0.098 43.0 721.2 3 SM 41.6 14.6 29.1 0.120 44.0 WBNP-50 715.2 7 SM 24.5 0.7 25.4 0.061 29.0 719.0 9 SM-SC 31.5 8.6 27.4 0.240 33.0

TTS BAR (Sheet 7 of 7)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 717.0 15 G-SP-SM NP NP 16.2 0.750 12.0 715.0 20 G-SP-SM NP NP 20.9 0.340 10.0 713.0 11 SM 31.1 5.7 26.6 0.174 33.0 716.7 3 SM-SC 30.7 8.1 23.3 - -

714.7 2 SM-SC 30.7 8.1 34.4 - -

713.4 2 SM 24.8 2.2 30.1 0.110 41.0 715.7 10 SM NP NP 17.8 0.240 22.0 713.7 9 SM NP NP 15.5 0.290 15.0 712.7 2 SM NP NP 23.7 0.280 16.0 712.2 0 SM-SC 23.3 4.4 36.1 0.079 48.0 714.4 2 SM NP NP 29.0 0.130 8.0 708.4 16 G-SP-SM NP NP 21.7 0.660 8.0 706.4 17 G-SP-SM NP NP 12.8 3.00 10.0 715.6 2 SM NP NP 29.2 0.076 48.0 713.4 10 SM NP NP 31.0 0.18 27.5 719.2 4 G-SM-SC 34.8 11.5 29.1 0.125 42.0 717.2 17 G-SM-SC 34.8 11.5 23.6 0.125 42.0 715.2 18 G-SM-SC NP NP 19.2 0.450 11.0 WBNP-50

TTS BAR UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION (Sheet 1 of 3)

SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 698.9 14 ML 28.8 5.3 26.1 0.070 53.0 696.9 12 ML 28.8 5.3 26.8 0.064 53.0 694.7 6 ML 22.0 1.0 28.3 0.070 53.0 same sample 694.7 6 ML 22.0 3.0 28.0 0.070 54.0 692.7 5 ML NP NP 27.8 0.070 56.0 694.2 5 ML 29.0 3.0 34.8 0.070 55.0 703.8 10 ML 37.5 11.3 22.1 0.050 54.0 702.1 13 ML 43.1 15.2 25.7 - -

700.1 15 ML 45.8 17.5 23.4 - -

714.9 12 ML 42.2 13.8 26.3 0.074 69.0 A 706.5 8 ML 27.0 2.0 32.1 0.073 51.0 same sample 706.5 8 ML 29.0 7.0 - - -

704.5 7 ML 25.0 2.0 32.1 0.073 50.0 715.2 14 ML 35.0 6.0 26.7 0.060 60.0 714.0 16 ML 46.1 15.6 29.2 0.030 72.0 712.9 9 ML 32.8 5.7 25.0 0.070 53.0 714.9 11 ML 35.6 9.6 24.2 0.058 62.0 710.9 7 ML 31.7 5.6 25.0 0.070 52.0 708.9 8 ML 31.7 5.6 25.3 0.070 52.0 WBNP-50 709.2 7 ML 32.7 5.9 28.4 0.070 53.0 707.2 5 ML-CL 27.0 5.1 29.6 0.067 52.0

TTS BAR (Sheet 2 of 3) 707.5 7 ML 31.0 3.9 32.8 0.056 63.0 710.7 12 ML 34.1 6.2 25.0 0.061 54.0 708.7 3 ML - - 17.4 0.073 50.0 711.6 13 ML 37.4 12.9 43.9 0.038 62.0 C 696.6 3 CL-ML 32.0 10.0 46.5 <0.074 72.0 712.5 3 ML 24.7 2.0 31.9 0.072 53.0 718.0 6 CL-ML 26.8 4.2 29.4 0.064 59.0 A 714.9 5 ML 38.0 12.0 35.7 0.055 58.0 714.4 3 CL-ML 36.8 13.2 35.8 - -

712.4 5 ML 25.7 2.3 30.9 0.076 51.0 719.2 5 ML 24.6 2.4 28.1 0.075 51.0 721.0 6 CL-ML 36.0 12.1 28.2 0.059 53.0 720.7 5 ML 37.4 11.5 31.9 0.060 58.0 718.7 6 CL-ML 39.0 14.2 31.2 0.015 63.0 720.5 13 ML 48.8 19.8 13.0 0.011 87.0 718.5 11 ML 48.8 19.8 11.0 0.011 87.0 716.5 6 CL-ML 31.4 9.1 28.4 0.056 63.0 711.4 3 ML 24.5 1.3 31.4 0.070 52.0 717.7 7 ML 35.7 11.3 20.8 - -

718.0 3 ML 24.4 0.6 29.7 0.051 61.0 716.0 4 ML NP NP 31.0 0.074 51.0 713.1 3 ML 23.1 2.9 24.5 0.072 51.0 WBNP-50 119.1 8 CL-ML 43.0 17.0 31.8 0.021 78.0

TTS BAR (Sheet 3 of 3) 117.1 6 ML 41.4 13.7 34.3 0.043 68.0 115.1 6 ML 41.4 13.7 32.3 0.043 68.0 113.1 5 ML 40.8 13.7 33.1 0.043 65.0 WBNP-50

TTS BAR SAFETY LESS THAN UNITY FOR 0.4 G PEAK GROUND SURFACE ACCELERATION SPT Water D Fines Ellev. Blow Soil Liquid Plasticity Content 50 Content (ft) Counts Type Limit Index (%) (mm) (%) Remarks 708.2 6 SM NP NP 26.7 0.20 13.0 706.2 9 SP-SM NP NP 26.5 0.26 7.0 704.2 9 SP-SM NP NP 24.1 0.27 9.0 702.2 12 SP-SM NP NP 30.9 0.27 8.0 708.0 18 SM 27.1 3.1 19.6 0.15 40.0 709.0 20 SM-SC 37.0 12.0 20.6 0.086 47.0 713.1 17 SM 36.0 10.0 21.6 0.078 48.0 711.1 10 SM 36.0 10.0 20.7 0.078 48.0 709.1 10 SM 36.0 10.0 27.0 0.078 48.0 715.0 14 SP-SM NP NP 6.4 0.75 9.0 WBNP-50

Table 2.5-65 Strain Criteria for Determining Potential Settlement Of Soils Subject Earthquake With Peak Top-Of-Ground Acceleration of 0.40g At Watts Bar Nuclear Plant PERCENT VERTICAL STRAIN (%Ev)

BELOW ABOVE/BELOW MATERIAL CLASSIFICATION WATER TABLE WATER TABLE 1

(<12% fines) 6 32 or ML (clean) 31 1.52 11 0.52 or ML-CL 0.751 0.53 otes:

1) If potentially liquefiable

2) If loose N<15 but not potentially liquefiable

3) If soft N<5 but not potentially liquefiable

4) Classification of SP-SM will be treated as SP for criteria

5) Classification of G-SM or SM-SC will be treated as SM for criteria 62 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

TTS BAR Sustained Loads Dynamic Loads Ultimate Soil Actual Bearing Factor of Soil Bearing Factor of res Capacity (KSF) Actual Soil Bearing Safety Maximum (KSF) Safety Generator Building 20.0 3.5 5.7 5.5 3.6 ng Water Storage 20.0 2.3 8.7 8.6 2.3 and II Standpipe 20.0 1.7 11.8 4.5 4.4 e I Standpipe 20.0 1.9 10.5 4.7 4.3 e II ge Overflow 20.0 1.9 10.5 5.3 3.8 e

ng Water Storage 20.0 2.5 8.0 3.3 6.1 nnels A and B Packaging Area 20.0 1.4 14.0+ 6.7 3.0+

WBNP-71

64 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-265 66 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-267 68 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-269 70 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 TTS BAR WBNP-50 80 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-281 82 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-283 84 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS TTS BAR WBNP-50 TTS BAR WBNP-50 LOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-287 THIS PAGE INTENTIONALLY BLANK 88 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-1 Regional Physiographic Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-289

WATTS BAR WBNP-50 Figure 2.5-2 Regional Geologic Map 2.5-290 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-3 Subregional Geologic Setting (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-291

WATTS BAR WBNP-50 Figure 2.5-4 Regional Tectonic Map 2.5-292 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-5 Regional Bouguer Gravity Anomaly Map p

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-293

WATTS BAR WBNP-50 Figure 2.5-6 Regional Magnetic Map 2.5-294 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-7 Regional Fault Map GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-295

WATTS BAR WBNP-50 Figure 2.5-8 Subregional Fault Map 2.5-296 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-9 Geologic Map Of Plant Area (North Segment)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-297

WATTS BAR WBNP-50 Figure 2.5-10 Geologic Map of Plant Area (South Segment) 2.5-298 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-11 Geologic Section Through Plant Area (Please See Figures DVD For Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-299

WATTS BAR WBNP-50 Figure 2.5-12 Core Drill Hole and Seismic Refraction Locations 2.5-300 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-13 Core Drill Layout and Summary GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-301

WATTS BAR WBNP-50 Figure 2.5-14 Graphic Log Hole 1 Sta. C-60+00 2.5-302 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-15 Graphic Log Hole 2 Sta. C-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-303

WATTS BAR WBNP-50 Figure 2.5-16 Graphic Log Hole 3 Sta. C-68+00 2.5-304 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-17 Graphic Log Hole 4 Sta. E-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-305

WATTS BAR WBNP-50 Figure 2.5-18 Graphic Log Hole 5 Sta. E-62+00 2.5-306 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-19 Graphic Log Hole 6 Sta. E-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-307

WATTS BAR WBNP-50 Figure 2.5-20 Graphic Log Hole 7 Sta. E-66+00 2.5-308 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-21 Graphic Log Hole 8 Sta. E-88+40 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-309

WATTS BAR WBNP-50 Figure 2.5-22 Graphic Log Hole 9 Sta. G-60+00 2.5-310 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-23 Graphic Log Hole 10 Sta. G-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-311

WATTS BAR WBNP-50 Figure 2.5-24 Graphic Log Hole 11 Sta. G-64+00 2.5-312 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-25 Graphic Log Hole 12 Sta. G-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-313

WATTS BAR WBNP-50 Figure 2.5-26 Graphic Log Hole 13 Sta. G-68+00 2.5-314 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-27 Graphic Log Hole 14 Sta. J-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-315

WATTS BAR WBNP-50 Figure 2.5-28 Graphic Log Hole 15 Sta. J-62+00 2.5-316 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-29 Graphic Log Hole 16 Sta. J-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-317

WATTS BAR WBNP-50 Figure 2.5-30 Graphic Log Hole 17 Sta. J-66+00 2.5-318 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-31 Graphic Log Hole 18 Sta. J-82+25 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-319

WATTS BAR WBNP-50 Figure 2.5-32 Graphic Log Hole 19 Sta. L-60+00 2.5-320 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-33 Graphic Log Hole 20 Sta. L-6l+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-321

WATTS BAR WBNP-50 Figure 2.5-34 Graphic Log Hole 21 Sta. L-62+00 2.5-322 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-35 Graphic Log Hole 22 Sta. L-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-323

WATTS BAR WBNP-50 Figure 2.5-36 Graphic Log Hole 23 Sta. L-66+00 2.5-324 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-37 Graphic Log Hold 24 Sta. L-68+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-325

WATTS BAR WBNP-50 Figure 2.5-38 Graphic Log Hole M-59+00 2.5-326 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-39 Graphic Log Hole 26M-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-327

WATTS BAR WBNP-50 Sta.

Figure 2.5-40 Graphic Log Hole 27 Sta. M-6l+00 2.5-328 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-41 Graphic Log Hole 28 Sta.M-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-329

WATTS BAR WBNP-50 Figure 2.5-42 Graphic Log Hole 29 Sta. M-63+00 2.5-330 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-43 Graphic Log Hole 30 Sta. M-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-331

WATTS BAR WBNP-50 Figure 2.5-44 Graphic Log Hole 31 Sta. M-65+00 2.5-332 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-45 Graphic Log Hole 32 Sta. M-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-333

WATTS BAR WBNP-50 Figure 2.5-46 Graphic Log Hole 33 Sta. N-59+00 2.5-334 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-47 Graphic Log Hole 34 Sta. N-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-335

WATTS BAR WBNP-50 Figure 2.5-48 Graphic Log Hole 35 Sta. N-6l+00 2.5-336 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-49 Graphic Log Hole 36 Sta. N-62+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-337

WATTS BAR WBNP-50 Figure 2.5-50 Graphic Log Hole 37 Sta. N-63+00 2.5-338 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-51 Graphic Log Hole 38 Sta. N-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-339

WATTS BAR WBNP-50 Figure 2.5-52 Graphic Log Hole 39 Sta. N-65+00 2.5-340 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-53 Graphic Log Hole 40 Sta. N-66+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-341

WATTS BAR WBNP-50 Figure 2.5-54 Graphic Log Hole 41 Sta. 0-60+00 2.5-342 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-55 Graphic Log Hole 42 Sta. 0-61+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-343

WATTS BAR WBNP-50 Figure 2.5-56 Graphic Log Hole 43 Sta. 0-62+00 2.5-344 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-57 Graphic Log Hole 44 Sta. 0-63+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-345

WATTS BAR WBNP-50 Figure 2.5-58 Graphic Log Hole 45 Sta. 0-64+00 2.5-346 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-59 Graphic Log Hole 46 Sta. 0-65+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-347

WATTS BAR WBNP-50 Figure 2.5-60 Graphic Log Hole 47 Sta. 0-66+00 2.5-348 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-61 Graphic Log Hole 48 Sta. P-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-349

WATTS BAR WBNP-50 Figure 2.5-62 Graphic Log Hole 49 Sta. P-62+00 (Sheet 1 of 4) 2.5-350 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-63 Graphic Log Hole 50 Sta. P-63+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-351

WATTS BAR WBNP-50 Figure 2.5-64 Graphic Log Hole 51 Sta. P-64+00 2.5-352 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-65 Graphic Log Hole 52 Sta. P-65+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-353

WATTS BAR WBNP-50 Figure 2.5-66 Graphic Log Hole 53 Sta. P-66+00 2.5-354 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-67 Graphic Log Hole 54 Sta. P-68+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-355

WATTS BAR WBNP-50 Figure 2.5-68 Graphic Log Hole 55 Sta. R-62+00 2.5-356 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-69 Graphic Log Hole 56 Sta. R-64+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-357

WATTS BAR WBNP-50 Figure 2.5-70 Special Studies Layout And Summary 2.5-358 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-71 (Please see Figures DVD for Actual Figure)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-359

WATTS BAR WBNP-50 Figure 2.5-72 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 32.0 - 46.5 2.5-360 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-73 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 47.0 - 61.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-361

WATTS BAR WBNP-50 Figure 2.5-74 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 62.0 - 76.5 2.5-362 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-75 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 77.0 - 91.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-363

WATTS BAR WBNP-50 Figure 2.5-76 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 92.0 - 106.5 2.5-364 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-77 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 107.0 - 121.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-365

WATTS BAR WBNP-50 Figure 2.5-78 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 122.0 - 136.5 2.5-366 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-79 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 137.0 - 151.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-367

WATTS BAR WBNP-50 Figure 2.5-80 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 152.0 - 166.5 2.5-368 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-81 3-D Elastic Properties Tabulation Sta. L-61+00 Depth 167.0 - 176.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-369

WATTS BAR WBNP-50 Figure 2.5-82 Graphic Log and Elastic Moduli Sta. M-63+00 2.5-370 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-83 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 44.0 - 58.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-371

WATTS BAR WBNP-50 Figure 2.5-84 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 59.0 - 73.5 2.5-372 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-85 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 74.0 - 88.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-373

WATTS BAR WBNP-50 Figure 2.5-86 3-D Elastic Properties Tabulation Sta. M-63+00 Depth 89.0 - 90.0 2.5-374 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-87 Graphic Log and Elastic Moduli Sta. N-6l+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-375

WATTS BAR WBNP-50 Figure 2.5-88 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 35.0 - 49.5 2.5-376 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-89 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 50.0 - 64.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-377

WATTS BAR WBNP-50 Figure 2.5-90 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 65.0 - 79.5 2.5-378 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-91 3-D Elastic Properties Tabulation Sta. N-61+00 Depth 80.0 - 92.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-379

WATTS BAR WBNP-50 Figure 2.5-92 Graphic Log and Elastic Modula Sta. N-62+00 2.5-380 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-93 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 45.0 - 59.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-381

WATTS BAR WBNP-50 Figure 2.5-94 3-D Elastic Properties Tabulation Sta. N-62+00 Depth 60.0 - 70.0 2.5-382 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-95 Graphic Log and Elastic Moduli Sta. 0-60+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-383

WATTS BAR WBNP-50 Figure 2.5-96 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 38.0 - 52.5 2.5-384 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-97 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 53.0 -67.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-385

WATTS BAR WBNP-50 Figure 2.5-98 3-D Elastic Properties Tabulation Sta. 0-60+00 Depth 68.0 - 80.0 2.5-386 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-99 Graphic Log and Elastic Moduli Sta. 0-61+00 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-387

WATTS BAR WBNP-50 Figure 2.5-100 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 37.0 - 51.5 2.5-388 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-101 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 52.0 - 66.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-389

WATTS BAR WBNP-50 Figure 2.5-102 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 67.0 - 81.5 2.5-390 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-103 3-D Elastic Properties Tabulation Sta. 0-61+00 Depth 82.0 - 92.0 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-391

WATTS BAR WBNP-50 Figure 2.5-104 Graphic Log And Elastic Moduli Sta. 0-62+00 2.5-392 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-105 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 43.0 - 57.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-393

WATTS BAR WBNP-50 Figure 2.5-106 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 58.0 - 72.5 2.5-394 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-107 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 73.0 - 87.5 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-395

WATTS BAR WBNP-50 Figure 2.5-108 3-D Elastic Properties Tabulation Sta. 0-62+00 Depth 88.0 - 101.0 2.5-396 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-109 Cross-Hole Dynamic Sections And Summary GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-397

WATTS BAR WBNP-50 Figure 2.5-110 Plan View Geologic Map of Reactor, Auxiliary And Control Buildings 2.5-398 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-111 Plan View Geologic Map of Turbine Building GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-399

WATTS BAR WBNP-50 Figure 2.5-112 Geologic Section Along A+8 And A+14 Lines From T6 To T11 2.5-400 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-113 Geologic Section Along N Line From Cl To C13 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-401

WATTS BAR WBNP-50 Figure 2.5-114 Section Along A4+9.5 From T+3.5 To W+12.5 2.5-402 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-115 Geologic Section and Panoramic Photograph Q-4 Line From A4-3 To A12+3 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-403

WATTS BAR WBNP-50 Figure 2.5-116 Geologic Sections Auxiliary And Turbine Buildings 2.5-404 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-117 Geologic Sections And Panoramic Photographs (Unit 2)

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-405

WATTS BAR WBNP-50 Figure 2.5-118 Geologic Sections And Panoramic Photographs (Unit 1) 2.5-406 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-119 Geologic Sections and Panoramic Photographs of Reactor 2 East Perimeter Wall GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-407

WATTS BAR WBNP-50 Figure 2.5-120 Geologic Section and Panoramic Photograph of Reactor 1 West Perimeter Wall 2.5-408 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-121 Geologic Plan And Sections Intake Structure Foundation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-409

WATTS BAR WBNP-50 Figure 2.5-122 Generalized Geologic Section And Soil Profile 2.5-410 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-123 Fault Shown Cutting Across Auxiliary Building at A4+28 Feet and East-West Reactor Centerline, Through SE Perimeter of Reactor #1, and Into Auxiliary Building West Wall Near U Line. Viewed Southwest.

WBNP-50 2.5-411

WATTS BAR 2.5-412 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-124 Fault In Auxiliary Building Wall, Approximately 9 Feet West Of A5 and 6 Feet South of East-West Reactor Centerline. Fault Continues Across SE Perimeter of Reactor #1. Viewed Southwest.

WBNP-50

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-125 Minor Thrust Fault and Associated One-Eighth Inch Clay Seam Located In East Foundation Cut at Q Line and C13+l2 Feet. Viewed East.

WBNP-50 2.5-413

WATTS BAR WBNP-50 Figure 2.5-126 Closeup of Reactor #1 Normal Fault at 72 Degrees. Viewed West.

2.5-414 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-127 Closeup of Fault In Reactor #1 Cavity West Wall Between Elevations of 678.5 And 690.0 Feet. Viewed West. Scale: 1 Inch = 0.56 Feet.

WBNP-50 2.5-415

WATTS BAR 2.5-416 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-128 Fault In Auxiliary Building at All And East-West Reactor Centerline. Fault Continues NE Through NW Perimeter of Reactor #2 Building. Viewed Northeast.

WBNP-50

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-129 Gravity or Normal Fault on Northeast Reactor #1 Perimeter at 233 Degrees. Fault Plane Dips North at 40 Degrees. Viewed West.

WBNP-50 2.5-417

WATTS BAR WBNP-50 Figure 2.5-130 Fault in Reactor #2 East Wall at Approximately 130 Degrees. Viewed East.

2.5-418 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-131 Fault in Reactor #2 Cavity Wall at Approximately 354 Degrees. Elevation 680.0 at Base. Viewed Southwest.

WBNP-50 2.5-419

WATTS BAR 2.5-420 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-132 Fault In South Wall of Discharge Channel Showing Truncation By Overlying Terrace Gravel Deposit.

WBNP-50

WATTS BAR WBNP-50 Figure 2.5-133 Fault In North Wall of Discharge Channel Showing Truncation By Terrace Gravel Deposit.

GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-421

WATTS BAR 2.5-422 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-134 Fault Truncation by Terrace Gravel Deposit at 20 Feet East of A8 and 18.50 Feet North of Y. Elevation at Bench Cut is 706.35. Viewed North.

WBNP-50

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-135 Fault in Vertical Excavation Cut at 20 Feet East of A8 and 18.50 Feet North of Y. Viewed North.

WBNP-50 2.5-423

WATTS BAR 2.5-424 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-136 Inset Area. Blue-Grey Clay Seam Along Fault Trace Where Truncated by Terrace Gravel Deposit. Location: 20 Feet East of A8 And 18.50 Feet North of Y. Viewed North.

WBNP-50

WATTS BAR GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-137 Saprolite - Terrace Gravel Contact. Hematitic Crusts are Seen to be Dispersed at Several Levels in the Terrace Gravel. Viewed South in the Exhaust Cut Approximately 150 Feet East of The Powerhouse Foundation.

WBNP-50 2.5-425

WATTS BAR 2.5-426 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS Figure 2.5-138 Site of Wood Specimen Collection for Carbon 14 Age Dating. Location is 3 Feet Above Terrace Gravel Deposit. Scale: Opened Brunton Compass = 8.5 Inches. Location: Approximately 18.51 North of Y at A5 Line. Approximate Elevation 717.5.

WBNP-50

WATTS BAR WBNP-50 Figure 2.5-139 Layout Diagram For Horizontal and Angle Holes GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-427

WATTS BAR WBNP-50 Figure 2.5-140 Plane Intersecting Disintegrated Shale Pocket 2.5-428 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-141 Plane View Onto The 673 Elevation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-429

WATTS BAR WBNP-50 Figure 2.5-142 Plane View Onto The 671 Elevation 2.5-430 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-143 Drill Layout Diagram For Vertical Holes Viewed Onto The 671 Elevation GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-431

WATTS BAR WBNP-50 Figure 2.5-144 Reactor 2 Grout Layout 2.5-432 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-145 Earthquake Epicenters GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-433

WATTS BAR WBNP-50 Figure 2.5-146 Major Earthquake In United States Through 1972 2.5-434 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-147 Isoseismal Map Maximum Effects 1811-1812 New Madrid Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-435

WATTS BAR WBNP-50 Figure 2.5-148 Isoseismal Map 1811 New Madrid Earthquake 2.5-436 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-149 Felt Area Maps GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-437

WATTS BAR WBNP-50 Figure 2.5-150 Isoseismal Map 1886 Charleston, S.C. Earthquake 2.5-438 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-151 Felt Area Map East Tennessee Earthquake of April 17, 1913 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-439

WATTS BAR WBNP-50 Figure 2.5-152 Isoseismal Map 1916 Southern Appalachian Earthquake 2.5-440 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-153 Isoseismal Map 1916 Alabama Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-441

WATTS BAR WBNP-50 Figure 2.5-154 Isoseismal Map 1924 Southern Appalachian Earthquake 2.5-442 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-155 Felt Area Map 1940 Chattanooga Earthquake GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-443

WATTS BAR WBNP-50 Figure 2.5-156 Isoseismal Map 1968 Southern Illinois Earthquake 2.5-444 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-157 Felt Area Map East Tennessee Earthquake July 13, 1969 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-445

WATTS BAR WBNP-50 Figure 2.5-158 Isoseismal Map Elsgood, West Virginia Earthquake (November 20, 1969) 2.5-446 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-50 Figure 2.5-159 Isoseismal Map Maryville-Alcoa Earthquake November 30, 1973 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-447

WATTS BAR WBNP-50 Figure 2.5-160 Seismic Reflection Profile 2.5-448 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-161 Index Map - All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-449

WATTS BAR WBNP-33 Figure 2.5-162 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-450 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-163 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-451

WATTS BAR WBNP-33 Figure 2.5-164 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-452 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-165 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-453

WATTS BAR WBNP-33 Figure 2.5-166 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-454 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-167 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-455

WATTS BAR WBNP-33 Figure 2.5-168 Earthquake Listing All Earthquakes Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-456 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-169 Index Map -Earthquakes 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-457

WATTS BAR WBNP-33 Figure 2.5-170 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-458 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-171 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-459

WATTS BAR WBNP-33 Figure 2.5-172 Earthquake Listing 4.3 Richter or Greater Latitude 32.5-38.5 North Longitude 80.5-89.0 West 2.5-460 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-173 Index Map -Earthquakes 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-461

WATTS BAR WBNP-33 Figure 2.5-174 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-462 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-175 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-463

WATTS BAR WBNP-33 Figure 2.5-176 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-464 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-177 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-465

WATTS BAR WBNP-33 Figure 2.5-178 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-466 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

WATTS BAR WBNP-33 Figure 2.5-179 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS 2.5-467

WATTS BAR WBNP-33 Figure 2.5-180 Earthquakes Listing 4.3 Richter or Greater Latitude 30-37 North Longitude 78-92 West 2.5-468 GEOLOGY, SEISMOLOGY, AND, GEOTECHNICAL ENGINEERING

SUMMARY

OF FOUNDATION CONDITIONS

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