ML110040613

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Bellefonte Units 3 & 4 Cola (Final Safety Analysis Report), Rev. 3 - FSAR Chapter 02 Figure 2.4.2-202
ML110040613
Person / Time
Site: Bellefonte  Tennessee Valley Authority icon.png
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: ML110040613 (1)


Text

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

61 0

60 60 5 60 NEW UNITS 3 & 4 GENERATION 5 60 0

TRUE NORTH FACILITY LEGEND:

0 60 72 595 605 0

60 59 59 5

5 605 HW 605 Y

1. CONTAINMENT/SHIELD BUILDING 5

5 60 59 5

610 TO 61 0

60

2. TURBINE BUILDING 61 60 5 60 0 0 62 0 N1,535,000
3. ANNEX BUILDING AL EAST GRID (NAD 83)

SWAMP METEOROLOGICAL 62 0 5

4. AUXILIARY BUILDING 60 TOWER 63 0

61 0 5. SWS COOLING TOWERS 60 0

7. RADWASTE BUILDING 5

63 59 5 5

59

10. DIESEL GENERATOR BUILDING 59 5

5 60 TOWN CREEK 0 61

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

61 640 0

61 600

14. FIRE WATER STORAGE TANK E

5 NC E

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

15. TRANSFORMER AREA SI 5 600 600 SWAMP 64
17. CONDENSATE STORAGE TANK 0

60 0

630

18. DIESEL GENERATOR OIL STORAGE TANKS 635 625 600 60 0

600

19. DEMINERALIZED WATER STORAGE TANK 0

605 61 N1,534,000 0

60 0

62 5

20. BORIC ACID STORAGE TANK 61 620 BRUSH 60 605 625 61 61 5

5 9 600 60 5

615 610

22. TURBINE BUILDING LAYDOWN AREA 0

60 0 61 59 0

25. PASSIVE CONTAINMENT COOLING 5

600 2 61 0 60 630 25 ANCILLARY WATER STORAGE TANK 5 0 60 62 0 64 0

64 65 5

0 66 5 5

26. DIESEL-DRIVEN FIRE PUMP/ENCLOSURE 0 5 20 66 65 0 0 67 5 68 685 90 69 700 67 6 705 0

61 605 710 60 5 9 99. T-PAD FOR CRANE UNIT 3 0

61 5

60 630 N1,532,943.23 F

0 62 E628,414.56 5 4 60 62 DRAINAGE LEGEND: BUILDING LEGEND:

5 61 0 21 615 19 61 0

1 E

5 62 61 8

61 0 605 0

615 62 CONSTRUCTION A DRAINAGE AREA (TYPICAL) 1 NEW PRIMARY ACCESS PORTAL 0

60 5

19 HOLDING POND 7 20 62 EL.598.1' 61 5 6 4

0 2

10 62 0

61 5

75 0

74 5 N1,533,000 NEW ADMINISTRATION BUILDING 80 610 60 0 0 60 3

60 5 5 74 5 615 0' 60 620 73 730 1 18 5

60 3

5 5 REMOVE EXIST BLDGS.

59 0 61 5 625 61 5

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

610 15 22 2 17 0 62 715 710 4 NEW MAINTENENCE BUILDING 61005 13 705 620 UNIT 4 620 700 NEW MATERIAL RECEIVING &

61 0

N1,532,439.80 615 5

695 5 615 690 E629,036.24 SALLY PORT BUILDING 61 13 5 620 685 26 5 680 625 0 61 D

5 63 675 61 5 5 61 62 670 14 0 6

0 EXISTING SIMULATOR BUILDING 60 625 665 660 655 P

EL ON ST 650 645

.6 D C 7

0 EXISTING UNIT 1 & 2 BUILDINGS 61 03 61 5 OR 640

.9 ' M 5 POND A WA 62 630 62 61 61 630 0 610 0 24 5

TE 0

EL.600.3' 62 60 0

8 WWRB R 0 EXISTING SITE TRAINING BLDG 0

60 62 LI 5

60 EL.603.7' NE 13 61 5 615 610 0

9 61 620 62 62 NEW SITE PARKING 605 14 0 5 0 625 N1,532,000 600 5 63 63 0

63 5 10 63 595 EXISTING SWITCHYARD 0

STORM WATER LINE 64 11 5 5 64 5 0 5

60 62 65 0 65 66 65 0 625 5

625 6 7 75 6 6 80 85 6 6 690 695 INTAKE 63 CHANNEL 0

11 61 63 NEW OUTAGE PARKING 700 5

0 61 600 C

MAIN SITE 10 705 B

0 71 715 ACCESS ROAD 0 10 5

69 68 500 kV 0 63 68 3 64 0

12 67 0

EXISTING COOLING TOWERS 5

161 kV SWITCHYARD 64 5 0 67 5

66 630 SWITCHYARD 0 0 73 72 5

720 710 705 0 5 66 POND 70 69 0 61 13 63 NEW SECURITY FENCE ASSY.

5 EL.598.4' 71 61 0 5 63 5 65 60 5

5 0

5 6 60 70 64 0

3 65 66 5

64 0

5 6 14 NEW SWITCHYARD BUILDING 0

64 60 64 5

61 5 6 5

16 63 65 5 71 90 6 5 6 0 7 85 50 6

7 635 7105 5 70 0

80 69 625 630 15 EXISTING STORAGE AREA 0 67 65 5 16 0 620 NEW SECURITY ACCESS BLDG 60 64 65 615 0

5 5 0 61 66 61 5 0 66 15 0 0 60 62 67 17 5

17 5 5 A

67 0 NEW CIRCULATING PUMPS 62 64 640 68 N1,531,000 5

68 5 69 0

76 5

600 5

69 18 700 UNIT 3 705 76 0

NEW PSO SWITCHYARD FACILITY 64 710 12 630 5 7150 72 5 5

19 72 0 75 EXISTING SECURITY RANGE FACILITY 73 5 73 0 63 5 0 6 74 5 74 0 69 65 75 5 75 0

5 6 66 75 760 5 9 06 62 20 0

64 765 74 9

605 5 7 0 6 NEW SECURITY TRAINING BUILDING 0

55 5

63 77 0 74 63 8 62 0 5

1 7750 5 73 0 7 5 68 73 0

0 0 78 5 73 25 R 7 0 0 7 05 7 65 0 78 0 72 15 61 79 E 5 17 5 6 7

25 73 72 00 7 0 71 05 7 0 0 G 61 0 VE NEW TECH SUPPORT CENTER 5 69 5 70 69 60 21 5

5 0 68 680 D 67 675 I RI UNIT 4 (WITHIN MAINTENECE BUILDING) 71 P 650 670 EL ON 0

665 64 79 5

R

.6 D D 0

660 60 14 12 655 EE

.2 650 22 NEW H2 STORAGE BUILDING 5

59 610 0 80 645 SS 5

63 805 65 0 0 800 640 23 64 NEW HAZ. WASTE STORAGE BUILDING 5

EL

.6 21 PO ND 63 5

64 64 79 79 0

5 5

63 62 620 5 0

63 5

64 5

65 0

655 660 NE

.4 78 665

' E 5

EN 24 0

78 5

EL EXISTING INTAKE PUMPING STATION 61

.6 5 21 63 77

.4 IR 615 610 0

76 7 N1,530,000 63 650 7

0 65 70 60 5 /T 25 NEW TSC DIESEL GENERATOR BUILDING 61 0

5 23 ER 5

59 VO 65 5

61 64 5 0 60 0

0 76 5

76 POND LEGEND:

0 77 660 0

62 RE 620 665 775 S 0 POND A - YARD DRAINAGE POND IL 77 670 675 76 LE WWRB - WASTE WATER RETENTION BASIN 62 5 R

POND C - CONCENTRATED CHEMICAL 5

625 725 VE ER TREATMENT POND (LINED) 71 0

72 0

71 5 I SV 705 R POND D - DESILTING POND GU 0

62 695 70 0

78 0

NT POND E - ALUM SLUDGE PONDS 690 78 5

730 72 72 N1,529,000 5 0 615 685 62 5

EL 79 0

620 .6 33 680 79 NOTES:

.4 5

' 675 80 0

80 5

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

670 81 0 665 0 63 660 81 5

655 0

5 620 65 63 820 640 63 640 64 5 825 2. EXISTING CONDITIONS AND TOPOGRAPHIC CONTOURS BASED UPON THE SANBORN MAP COMPANY, INC.

5 630 PHOTOGRAMMETRIC SURVEY PERFORMED ON MARCH 26,2006 5

62 0

BARGE UNLOADING 62 DOCK ACCESS ROAD PROJECT NO. 060319.

40 5

6 61 620 5

64 5 0 0

65 66 5 65 66 0 67 67 5

68 0

610 3. CONTOUR INTERVAL IS 1 FEET.

5 68 625 0 605 69

4. 1000 FOOT GRID AND COORDINATE VALUES ARE BASED 5

69 0 63 70 0 5 63 70 0 5 UPON AL EAST STATE PLANE COORDINATE SYSTEM NAD 83.

71 715 64 0

630 0 63 72 5 725 64 730 5 N1,528,000 650 735 740 655 745 635 750 660 0 300 600 900 640 5

BARGE UNLOADING 66 DOCK 64 5

63 5

0 665 BLOWDOWN VAULT GRAPHIC SCALE (FEET) 63 0 66 E625,000 E626,000 E627,000 E628,000 E629,000 E630,000 E631,000 E632,000 FIGURE 2.4.2-202 BLN COL 2.4-2 Grading and Drainage Plan Rev 3