ML110040830

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-336

ML110040830
Person / Time
Site:	Bellefonte
Issue date:	12/22/2010
From:	Arent G Tennessee Valley Authority
To:	Document Control Desk, Office of New Reactors
Spink T
References
BELLEFONTE.P02.NP, BELLEFONTE.P02.NP.3, TENNVALLEY, TENNVALLEY.SUBMISSION.6, +reviewedmmc1
Download: ML110040830 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR LITHOLOGY P-S WAVE BORING VELOCITY LOGS PROFILE Velocity (fps) 0 8000 16000 24000 0 619 0 619 Vs Vp Residual Soil 9 8

Vp 30 50 +

Vs 20 599 20 599 BLN-11 Unit B 40 579 40 579 60 559 60 559 80 539 BLN-10 80 539 Unit C Depth (feet, BGS) Elevation (feet, MSL) 100 519 100 519 Depth (feet, BGS) Elevation (feet, MSL) 120 499 BLN-9 120 499 BLN-8 140 479 140 479 160 459 160 459 Unit D 180 439 180 439 BLN-7 200 419 200 419 220 399 220 399 Notes:

1. Downhole geophysics in uncased hole BLN-6 performed by GEOVision Geophysical services 379 2. SPT field blows determined with a 140 lb. 379 240 hammer, 30" drop. SPT is uncorrected. 240

3. RQD (Rock Quality Designation) - a percentage of solid core segments larger than 0.33 feet relative to core run length, excluding mechanical breaks 0 50 100 SPT/RQD/Recovery (%)

260 359 260 359 0 8000 16000 24000 See Figure 2.5-329 for Explanation Velocity (fps)

BLN COL 2.5-1 BLN COL 2.5-6 FIGURE 2.5-336 Boring Summary Sheet, Boring B-1059 Rev 0