ML110040470

Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 01 Figure 1.1-202

ML110040470
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: ML110040470 (1)

Text

Bellefonte Nuclear Plant, Units 3 & 4 COL Application Part 2, FSAR 600 0

0 61 60 60 5 5 NEW UNITS 3 & 4 GENERATION 60 0 60 615 TRUE NORTH FACILITY LEGEND:

0 595 60 605 72 60 59 59 5

5 0

605 HWY 605 60 5 5 59 5

610 61 TO 1. CONTAINMENT/SHIELD BUILDING 0

60

2. TURBINE BUILDING 60 61 0

0 5 60 N1,535,000

3. ANNEX BUILDING AL EAST GRID (NAD 83)

SWAMP 0 62 5 60 0 METEOROLOGICAL 62 TOWER 0

4. AUXILIARY BUILDING 63 0 61 5. SWS COOLING TOWERS 0

60 5

7. RADWASTE BUILDING 63 59 5 5

59 59 5

60 5 10. DIESEL GENERATOR BUILDING TOWN CREEK 61 61 0

13. FIRE WATER/CLEARWELL STORAGE TANK 640 EL.594.5' 0 61 0

600 5

14. FIRE WATER STORAGE TANK E

60 E

NC NC 59 FE 5 FE 600 5 LT 61 LT 605 SI 62 5

15. TRANSFORMER AREA SI 600 600 SWAMP 64 60 0

17. CONDENSATE STORAGE TANK 0

630 635 60 0

625 18. DIESEL GENERATOR OIL STORAGE TANKS 0

62 600

19. DEMINERALIZED WATER STORAGE TANK 0

0 61 61 5 60 0 N1,534,000 5 62 61 620

20. BORIC ACID STORAGE TANK 0

61 60 605 BRUSH 625 61 61 5

5 9 600605 615 610 5

22. TURBINE BUILDING LAYDOWN AREA 0

60 60 61 0

0 0 60 59 5

600 2 61 0

60 630 25. PASSIVE CONTAINMENT COOLING 25 0

ANCILLARY WATER STORAGE TANK 5

60 62 0 0 64 5 0 65 66 65 70 5 64 65 5 0 5 0 61 0

605 20 0 6 6 7 68 85 90 69 7070 6 6 6 5 710

26. DIESEL-DRIVEN FIRE PUMP/ENCLOSURE 715 9 720 99. T-PAD FOR CRANE 0

UNIT 3 61 5

60 630 N1,532,943.23 73 0

62 0

E628,414.56 5 60 5

4 62 BUILDING LEGEND:

5 21 61 73 615 0

5 1 19 62 61 0 0 8 61 615 62 CONSTRUCTION HOLDING POND 60 5

19 0

74 1 NEW PRIMARY ACCESS PORTAL 7

0 20 62 EL.598.1' 5 6 75 74 5 0

4 2

10 62 0

61 5 N1,533,000 NEW ADMINISTRATION BUILDING 60 80 60 5

0 3 5 60 0'

5 615 620 1

60 5

18 3

0 625 REMOVE EXIST BLDGS.

59 1

5 6 0 0 61 73 18 62 RAILROAD 22 25 99 720 72 18 5 6

15 22 2 17 715 710 4 NEW MAINTENENCE BUILDING 61005 13 705 UNIT 4 620 700 N1,532,439.80 615 695 NEW MATERIAL RECEIVING &

13 5 E629,036.24 690 685 5 SALLY PORT BUILDING 26 5 680 61 675 5 5 61 670 14 62 6

0 0 665 EXISTING SIMULATOR BUILDING 60 660 655 P 650 EL ON 645

.6 D C 0

7 EXISTING UNIT 1 & 2 BUILDINGS 61 03 5 640

.9 61 5 POND A ' 62 61 61 630 62 0 5 60 EL.600.3' 0 0 24 62 8

0 0 WWRB 61 5 62 EXISTING SITE TRAINING BLDG 61 6 60 EL.603.7' 13 615 0 0 0 610 5

14 62 5

62 0

605 600 N1,532,000 9 NEW SITE PARKING 5

63 0 595 60 5

62 5

11 6464 65 5 0 5 05 65 6666 7075 0 5 10 EXISTING SWITCHYARD INTAKE 0

625 625 63 6 6 68 68 90 6 6695 63 CHANNEL 11 61 10 7005 MAIN SITE 600 5 10 0 700 71 715 NEW OUTAGE PARKING ACCESS ROAD 0

595 68 10 500 kV 63 69 68 5 3

12 0

0 67675 161 kV SWITCHYARD 630 6 0 EXISTING COOLING TOWERS 0 66 65 SWITCHYARD 73 5 72 720 710 705 0

70 5 0 0 POND 69 61 13 63 5

0 EL.598.4' 61 0 5 63 5

71 65 65 0 5 60 5 0 NEW SECURITY FENCE ASSY.

60 5 6 60 70 64 6 3 66 0 64 45 14 0

61 5

16 5 6 5 6 60 64 65 5 63 5 NEW SWITCHYARD BUILDING 71 90 6 5 6 0 7 85 50 6

7 635 7105 5 70 0

69 80 630 625 15 EXISTING STORAGE AREA 0

67 620 60 61 5

0 64 0

5 615 61 0

16 NEW SECURITY ACCESS BLDG 60 62 5

17 15 5 62 64 5

640 5 76 600 N1,531,000 17 NEW CIRCULATING PUMPS UNIT 3 64 76 0

5 18 NEW PSO SWITCHYARD FACILITY 12 630 5 5 59 75 63 5

69 0 6 65 7 50 19 EXISTING SECURITY RANGE FACILITY 5 6 66 5 0 9 62 06 74 40 605 64 90 5 7 0 6 10 7

85 68 55 7 5 73 0 73725 0 63 5

0 63 5

R 20 NEW SECURITY TRAINING BUILDING 65 0 7 05 7 0 72715 0 E 0 5 17 5 6 7

25 73 72 00 71 05 0 7 0 95 6905 G 62 61 610 VE NEW TECH SUPPORT CENTER 7 6 60 68 680 5 0 21 5

0 D

64 67 73 675 670 I RI UNIT 4 (WITHIN MAINTENECE BUILDING) 71 P

EL ON 79 5 665 R 0

.6 D D 12 660 60 14 655 EE

.2 650 22 NEW H2 STORAGE BUILDING 5

610 ' 80 0

805 645 59 0 800 640 SS 23 64 5

NEW HAZ. WASTE STORAGE BUILDING 5

60 5 EL

.6 21 PO ND 63 5

64 790 795 5

6 62025 63 6 30 5 64 0 65 655 660 NE

.4 78 665

' E EN 76 7 7 24 15 EL 6 EXISTING INTAKE PUMPING STATION 0 65 70 775 78

.6 21 63 610 615 .4

' 63 5

0 IR N1,530,000 0 /T 25 NEW TSC DIESEL GENERATOR BUILDING 5 59 60 650 63 5 610 5 23 61 65 ER 59 5

VO 5 0 5 64 64 5 0 76 0 60 5

76 0 0

62 660 77 775 RE POND LEGEND:

620 665 S POND A - YARD DRAINAGE POND 670 IL 5

675 LE WWRB - WASTE WATER RETENTION BASIN R

POND C - CONCENTRATED CHEMICAL 62 63 625 0 725 VE ER TREATMENT POND (LINED) 72 710 5

I SV R

61 0 71 71 POND D - DESILTING POND 705 0 5 GU 62 0

70 0

695 78 0

NT POND E - ALUM SLUDGE PONDS 690 78 730 5 5 615 72 N1,529,000 72 0 685 79 5

62 EL 0 620 .6 680 79 33 NOTES:

.4 5 80 675 0 80 670 5

1. ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL (MSL).

81 0 665 0 63 81 660 5 5 5 65 620 63 64 6 820 63 640 5 50 640 5 825 2. EXISTING CONDITIONS AND TOPOGRAPHIC CONTOURS 62630 61 5 5 BASED UPON THE SANBORN MAP COMPANY, INC.

PHOTOGRAMMETRIC SURVEY PERFORMED ON MARCH 26,2006 0

BARGE UNLOADING 62 40 DOCK ACCESS ROAD PROJECT NO. 060319.

61 6 5 620 5 64 5 0 0 65 66 65 0 65 6 67 67 5

0 68 5 610 3. CONTOUR INTERVAL IS 5 FEET.

625 6890 605 6 5 69 0 70 5 63 63 0 4. 1000 FOOT GRID AND COORDINATE VALUES ARE BASED 70710 5 630 63 5

7150 72 5 72 64 64 5

0 UPON AL EAST STATE PLANE COORDINATE SYSTEM NAD 83.

730 650 735 740 N1,528,000 745 655 635 750 660 0 300 600 900 640 5 BARGE UNLOADING 66 DOCK 64 5

5 665 BLOWDOWN VAULT GRAPHIC SCALE (FEET) 63 0

5 0 63 63 0

66 0 1 INCH = 300 FT 63 64 E625,000 E626,000 E627,000 E628,000 E629,000 E630,000 E632,000 BLN DEP 8.2-1 E631,000 FIGURE 1.1-202 BLN COL 2.1-1 Site Layout Rev 1