ML110040825

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-331

ML110040825
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: ML110040825 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR P-S WAVE UCS LITHOLOGY VELOCITY LOGS STRENGTH BORING (YOUNG'S Velocity (fps) PROFILE MODULUS) 0 8000 16000 24000 0 608.9 0 608.9 2

Vp 2 Vs Residual Soil 18 14 20 588.9 20 588.9 BLN-5 40 568.9 40 568.9 32,661 psi 33,689 psi 60 548.9 60 548.9 Unit D 27,373 psi 16,698 psi 80 528.9 80 528.9 BLN-4 Elevation (feet, MSL) 100 100 508.9 Depth (feet, BGS) 508.9 19,484 psi (6,080,000 psi)

Depth (feet, BGS) Elevation (feet, MSL) 120 488.9 120 488.9 140 468.9 140 468.9 28,955 psi BLN-3 Unit E 160 448.9 160 448.9 180 428.9 180 428.9 BLN-2 Unit F 200 408.9 200 408.9 20,671 psi (8,160,000 psi) 220 388.9 220 388.9 LSR 240 368.9 240 368.9 BLN-1 0 50 100 SPT/RQD/Recovery (%) See Figure 2.5-329 for Explanation 260 348.9 260 348.9 0 8000 16000 24000 Notes:

1. Vs=shear wave velocity feet per second (fps), Vp=compressional wave velocity feet Velocity (fps) per second (fps)

2. SPT field blows determined with a 140 lb. hammer, 30" drop. SPT is uncorrected.

3. RQD (Rock Quality Designation) - a percentage of solid core segments larger than 0.33 feet relative to core run length, excluding mechanical breaks BLN COL 2.5-1 BLN COL 2.5-6 FIGURE 2.5-331 Boring Summary Sheet, Boring B-1005 Rev 0