ML110040824

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-330

ML110040824
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: ML110040824 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR LITHOLOGY UCS BORING STRENGTH GAMMA LOG PROFILE API 0 100 0 611.3 el. at ground surface 611.3 el. at 0 ground surface Residual Soil 20 20 40 40 27,340 psi 60 16,930 psi 60 80 80 Length along borehole (feet) Length along borehole (feet)

Unit D 100 100 120 120 140 140 160 160 Unit E 180 180 0 50 100 0 100 SPT/RQD/Recovery (%) API See Figure 2.5-329 for Explanation Notes:

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

2. RQD (Rock Quality Designation) - a percentage of solid core segments larger than 0.33 feet relative to core run length, excluding mechanical breaks

3. B-1001 was inclined 30o from vertical BLN COL 2.5-1 BLN COL 2.5-6 FIGURE 2.5-330 Boring Summary Sheet, Boring B-1001 Rev 0