ML110040828
| 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
0 100 API 0
100 API 0
20 40 60 80 100 120 140 160 180 200 220 Depth (feet, BGS)
Elevation (feet, MSL) 0 20 40 60 80 100 120 140 160 180 200 220 621.7 601.7 581.7 561.7 541.7 521.7 501.7 481.7 461.7 441.7 421.7 401.7 Depth (feet, BGS)
Elevation (feet, MSL) 381.7 361.7 621.7 601.7 581.7 561.7 541.7 521.7 501.7 481.7 461.7 441.7 421.7 401.7 381.7 361.7 240 260 240 260 12,967 psi 23,977 psi 29,674 psi 11,044 psi 15,789 psi 14,743 psi 25,822 psi 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 P-S WAVE VELOCITY LOGS Vs Velocity (fps) 0 8000 16000 24000 Velocity (fps) 0 8000 16000 24000 Vp 28 10 11 8
50 +
8 Unit D Unit C Unit B Unit A BORING PROFILE LITHOLOGY Residual Soil 0
100 SPT/RQD/Recovery (%)
50 See Figure 2.5-329 for Explanation BLN-12 BLN-13 BLN-14 BLN-15 BLN-16 BLN-17 UCS STRENGTH (YOUNG'S MODULUS)
(5,530,000 psi)
(10,820,000 psi)
(4,420,000 psi)
(8,930,000 psi)
(10,150,000 psi)
GAMMA LOG Rev 0 Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR Boring Summary Sheet, Boring B-1034 FIGURE 2.5-334 BLN COL 2.5-1 BLN COL 2.5-6