ML110040831

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-337

ML110040831
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: ML110040831 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR P-S WAVE LITHOLOGY VELOCITY LOGS BORING PROFILE Velocity (fps) 0 8000 16000 24000 0 621.7 0 621.7 20 19 16 Residual Soil Vs 17 17 Vp 22 50 +

20 601.7 USR 20 601.7 40 581.7 40 581.7 Unit A 60 561.7 60 561.7 Elevation (feet, MSL) Elevation (feet, MSL) 80 541.7 80 541.7 Depth (feet, BGS) Depth (feet, BGS) 100 521.7 100 521.7 120 501.7 120 501.7 Unit B 140 481.7 140 481.7 160 461.7 160 461.7 180 441.7 180 441.7 0 50 100 0 8000 16000 24000 SPT/RQD/Recovery (%)

Velocity (fps)

See Figure 2.5-329 for Explanation Notes:

1. Vs=shear wave velocity feet per second (fps), Vp=compressional wave velocity feet 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 2.5-337 Boring Summary Sheet, Boring B-1060 Rev 0