ML110040827

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-333

ML110040827
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: ML110040827 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR P-S WAVE LITHOLOGY VELOCITY LOGS BORING Velocity (fps) PROFILE 0 8000 16000 24000 0 613 0 613 10 Vs Vp 19 22 28 Residual Soil 24 26 Vs Vp 34 20 593 22 20 593 40 573 40 573 Unit D 60 553 60 553 80 80 533 Elevation (feet, MSL) Elevation (feet, MSL) 533 Depth (feet, BGS) Depth (feet, BGS) 100 513 100 513 Unit E 120 493 120 493 140 473 140 473 Unit F 160 453 160 453 LSR 180 433 180 433 0 50 100 0 8000 16000 24000 SPT/RQD/Recovery (%)

Velocity (fps)

See Figure 2.5-329 for Explanation Notes:

1. Downhole geophysics in uncased hole performed GEOVision Geophysical services

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

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

4. 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 2.5-333 Boring Summary Sheet, Boring B-1032 Rev 0