ML110040829

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-335

ML110040829
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: ML110040829 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR P-S WAVE LITHOLOGY LITHOLOGY VELOCITY LOGS BORING BORING Velocity (fps) PROFILE PROFILE 0 8000 16000 24000 B-1036 B-1036A 0 625.2 0 625.2 40 Fill Fill Vp 20 UTA-54-A 12 10 Residual Soil 28 Vs Residual Soil 25 50 +

20 605.2 20 605.2 Unit A Unit A 40 585.2 40 585.2 Unit B 60 565.2 0 50 100 60 565.2 SPT/RQD/Recovery (%)

Depth (feet, BGS) Elevation (feet, MSL) Depth (feet, BGS) Elevation (feet, MSL) 80 545.2 80 545.2 100 Unit B 100 525.2 525.2 120 505.2 120 505.2 140 485.2 140 485.2 160 465.2 160 465.2 Unit C 180 445.2 180 445.2 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 2.5-335 Boring Summary Sheet, Boring B-1036 Rev 0