ML110040828

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-334

ML110040828
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: ML110040828 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR P-S WAVE UCS LITHOLOGY VELOCITY LOGS STRENGTH BORING (YOUNG'S GAMMA LOG PROFILE MODULUS)

Velocity (fps) API 0 8000 16000 24000 0 100 0 621.7 0 621.7 11 Vp 10 28 Vs Residual Soil 8 8

50 +

20 601.7 20 601.7 Unit A 12,967 psi (5,530,000 psi) 40 581.7 40 581.7 BLN-17 23,977 psi (10,820,000 psi) 60 561.7 29,674 psi 60 561.7 80 541.7 80 541.7 11,044 psi 100 521.7 BLN-16 100 521.7 Depth (feet, BGS) Elevation (feet, MSL) Unit B Depth (feet, BGS) Elevation (feet, MSL) 15,789 psi (4,420,000 psi) 120 501.7 120 501.7 140 481.7 140 481.7 14,743 psi (8,930,000 psi)

BLN-15 160 461.7 160 461.7 180 441.7 180 441.7 Unit C 200 421.7 200 421.7 BLN-14 220 401.7 220 401.7 BLN-13 240 381.7 240 381.7 Unit D BLN-12 25,822 psi (10,150,000 psi) 0 50 100 SPT/RQD/Recovery (%)

260 361.7 260 361.7 0 8000 16000 24000 0 100 API Notes: Velocity (fps)

1. Vs=shear wave velocity feet per second (fps), Vp=compressional wave velocity feet per second (fps) See Figure 2.5-329 for Explanation

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 2.5-334 Boring Summary Sheet, Boring B-1034 Rev 0