ML110040801

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.5-309

ML110040801
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: ML110040801 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR ML-5 BOUGER GRAVITY (mgal) 38.35 38.35 628650 628700 628750 628800 628850 38.3 38.3 t4 en m

ea B-1036 Lin 38.25 38.25 B-1036 UDD B-1036A 1532250 T-1406 1532250 ck S-1526 lo B-1056 630 U B-1054 Po nit 4 620 ELEVATION (feet)

X we rB 610 B-1048 UDD B-1048 600 1532200 1532200 S-15 26 B-1052A 590 S-1 532 B-1052 580 21.2 15.6 25 S-20.2 15 15 14.3 16.4 S- 28 5000 10000 15000 20000 33.1 B-1051A B-1033 Velocity, (ft/s) 26.3 18.4 1532150 1532150 MW-1213 18.9 S52°E 20.7 19.9 B-1051 18.4 X X' Lineament # 4 650 650 B-1048 B-1052 B-1051A B-1051 M 640 640 L-5 Ground Surface 630 630 1532100 620 RESIDUAL SOIL 620 T-1411 B-1038 610 610 X'

ELEVATION (feet) ELEVATION (feet) 628650 628700 628750 628800 628850 600 600 0 40 80 ft 590 MIDDLE STONES RIVER 590 UNIT A 580 580 0 10 20 m 570 570 Explanation 560 560 Bouger Microgravity Data (mgal) 550 MIDDLE STONES RIVER 550 Exploration boring Seismic Lines UNIT B 38.3582 540 540 Inclined boring (arrow defines azimuth) No Vertical Exaggeration Microgravity Lines 530 530 14.3 CPT, With penetration depth (ft) X X' Cross Section line 38.2204 Explanation Exploratory test pit Approximate Top of Rock Soil Monitoring Well Projection: Alabama East State Plane Coordinates NAD83 feet Note:The Stones River Group is comprised CPT Showing penetration depth Rock of upper Stones River, middle Stones River, and lower Stones River. middle Stones River MW1213 Void includes Units A-F.

BLN COL 2.5-1 FIGURE 2.5-309 BLN COL 2.5-5 Exploration Detail - B-1051 Area D-34B Rev 0