Text

Amend 1 to Environ Rept.Oversize Drawings Encl
	ML20003E077
Person / Time
Site:	Saint Lucie
Issue date:	04/30/1981
From:	; FLORIDA POWER & LIGHT CO.
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ML17209A896	List: L-81-132, Forwards Amend 1 to Environ Rept.Amend Responds to NRC 810209 Request for Addl Info Re Acceptance Review for Facility.Technical & Editorial Revisions Encl; ML20003E077;
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SL2-ER-OL ST LUCIE UNIT 2

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ENVIRONMENTAL REPORT AMENDMENT NO.1 INSTRUCTION SHEET Each revised and new page bears the nota tion Amendment No.1, (4/81) a t the bottom of the page. Vertical bars with the number 1 have been used in the margin of existing pages, as applicable, to indicate the location of the revision on that page or the insertion of a new page.

The following page removals and insertions should be made to incorporate Amendment No. 1.into the Environmental Report.

REMOVE INSERT (EXISTING PAGES)

(AMENDMENT NO. 1 PAGES)

Chapter 1 Chapter 1 1-1/1-2 T1.1-2 (Sh 1 of 2)

T1.1-2 (Sh 1 of 2)

T1.1-2 (Sh 2 of 2)

T1.1-3 T1.1-3 Chapter 2 Chapter 2

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F2.1-11(Sh 8 of 8) gggQ@[p IS-1 Amendment No.1, (4/81)

SL2-ER-OL REMOVE INSERT (EXISTING PACES)

JAMENDMENT NO. 1 PAGES)

Chapter 3 Chapter 3 3-1/3-2 Chapter 4 Chapter 4 4-1 Chapter 5 Chapter 5 5-1/ 5-2 5-3 Chapter 6 Chapter 6 6-1/6-2 6.1-19/6.1-20 6.1-19/6.1-20 6.1-21/6.1-22 6.1-21/5.1-22 6.1-22 a Chapter 7 Chapter 7 7-1 Chapter 8 Chapter 8 8-1 8-1 8-1 8.1-1/8.1-2 8.1-1/8.1-2

8. 2 8. 2-1/ 8. 2-la Chapter 9 Chapter 9 9-1 Chapter 10 Chapter In 10-1 Chapter 11 Chapter 11 11-1 Chapter 12 Chapter 12 12-1 O

IS-2 Amendment No. 1, (4/81)

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S L2-ER-OL TABLE 1.1-2 l

HISTORY AND FORECAST OF ENERGY CONSOMPTION Sheet 1 of 2 P

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_ Rural & Residential Commercial Industrial

. Average Average K1Al Avera ge Average No. of Consumption No. of No. of l

l Year.

GWH Customers Per Customer CWH Customers GWH Customers

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1969*

10,278 1,045.744 9,828 5,689 115,712 1,814 4,924

- 1970 11,814-1,115,070 10,595 6,476' 121,353 2,044 5,055

. 1971 13,080 1,194,015 10.955 7,395

'129,371 2,236 5,116 1972 14,653 1,289,027 11,367 8,389 139,743 2,468 5,208 1973*

16,823 1,397,228 12.040

'10,180 158,977 2,755 5,275 1974*

16,802 1,498,262 11,214 11.041 168,991 2,646 7,147 1975 17,313 1.555,834 11,128 11,851 171,575 2,534 8,977 1976 17,625 1,607.015 10,968 12.117 177,046 2,596 9,994 1977 19,074 1,677,532 11,370 12,885 184,676 2,756 11,796 1978 20,736 1,758,838 11,79C-13,748 192,850 2,993 13,799 1979 21,060 1,854.884 11,335 14,374 202,673 3,147 14,837 1

. 1980

'22,433 1,95'L,240 11,474 15,089 212,956 3,348 14,734 1981' 23,164 1,982,000 11,687 16,000 220,000 3,265 15,500 1982 23,941 2,054,000 11,656 16,685 229,000 3,322 15,750 1983 24,508 2,124,000 11,539 17,736 238,000 3,455 16,000 i

j 1984 25.014 2,193,000 11,406 18,595 247,000 3,566 17,000 f

1985 25,653 2,261,000 11,346 19,364 254,000 3,687 17,500 l

1986 26,293 2,324,000 11,314 20,155 260,000 3,d03 18.000 l

1987 26,736 2,391,000 11,182 20,789 268,000 3,891 18,500 1988 27,363 2,466,000 11,096 21,627 277,000 4,073 19,000 I

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m-S L2-E R- 0 TABLE 1.1-2 HISTORY AND FORECAST OF ENERGY CONSUMPTION Sheet 2 of 2 Other Total Total Street &

Sales to Sales to Sales Utility Net Highway Ultimate Ult imate For Uses Energy Lighting Cone.ume rs Consume rs Resale Losses Consumption Year GWH GWH GWH GWH GWH GWH 1969*

175 1,840 19,796 649 1,773 22,218 1970 185 1,810 22,329 786 1,998 25,113 1971 204 1,927 24,842 947 2,095 27,884 1972 216 2,080 27,806 1,122 2,570 31,498 1973*

240 1,119 31,117 1,350 2,718 35,185 1974*

257 490 31,236 1,475 2,754 35,465 1975 285 524 32,507 1,604 J.040 37,151 1976 308 482 33,128 1,801 3,096 38,025 1977 329 474 35,518 2,012 3,182 40,712 1978 343 478 38,298 2,304 3,104 43,706 1979 358 463 39,424 2,563 3,355 45,342 1

1980 372 463 41,716 3,003 3,731 48,450 1981 434 485 45,348 2,521 3,991 49,860 1982 469 483 44,900 2,560 4,125 51,585 1983 506 481 46,686 2,665 4,289 53,6'*0 1984 546 480 48,201 2,744 4,430 55,375 1985 590 483 49,794 2,881 4.580 57,255 1986 638 481 51,370 2,956 4,724 59,050 1987 689 483 52,588 2,997 4,835 60,420 1988 744 485 54,292 3,073 4,990 62,355 S

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Reclassification of Accounts

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V Ada-ER-OL TABLE-1.1-3 HISTORY AND FORECAST OF SEASONAL PEAK DEMAND AND ANNUAL ENERGY REQUIRDtENTS

--Summer Peak Demand load-Winter Peak Demand Net Mi Net Energy

Factor Net Mi l

gar, Interrupt ible ** -

Total

For lead - GWH Z

Year Inte rruptible **

Total *

'1969 0

4,329 22,218-59 1969-70 0

4,716 1970 30

'5,001 25,113 57 1970-71 0

5,059 1971 118 5,378 27,884 59 1971-72 0

4.676 1972 0

6,011 31,498 60 1972-73 0

5,853 1973 0

_6,894 35,185 58 1973-74 0

6,258 i'

1974 0

7,235 35,465 56 1974-75 0

5,807 1975 0

7,076 37,151 60 1975-76 0

7,287 1976 0

7,598 38,025 57 1976-77 177 8,606 1977 0

7,841 40,712 59 1977-78 0

8,617 1978 0

8,345 43,706 60 1978-79 0

8,791 l'

i 197.9 0

8.650 45,342 60 1979-80 0

9,732 1

1980 0

9,623 48,450 57 1980-81 105 9,930 1981 185 9,930 49,860 57 1981-82 192 10,320

~ 1982 192 10,320 51,585 57 1982-83 199 10,715 1983 199 10,715 53,640 57 1983-84 206 11,105 l

i 1984 206 11,105 55,375 57 1984-85 213 11,495 1985 213 11,495 57,255 57 1985-86 220 11,885 l

-1986 220 11,885 59,050 57 1986-87 227 12.275 l

-1987 227 12,275 60,420.

56 1987-88 234 12,670 1988 234 12,670 62,355 56 1988-89 241 13.060 i

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E3 0-This represents the number for which there is equal probability for the peak load and net energy forecasts to be above or. below this number and is to be used only where a singular forecast is required. Historical peak demands represent actual loads served.

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Forecasted peak demands include interruptible loads.

- Historical values represent actual load curtailed.

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CllAPTER 2

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2. 2 A-18 6 2.2A-187 2.2A-188 2.2A-189 2.2 A-19 0 2.2A-191 2.2A-192 2.2A-193 2.2A-194 2.2A-195 2.2 A-19 6 2.2A-197 2.2 A-19 8 2.2A-199 2.2A-200 2.2A-201 2.2A-202 2.2A-203 2.2A-204 2.2A-205 2.2A-206 2.2A-207

2. 2 A-208 2.2A-209 2.2A-210 2.2A-211 O

2-10 Amendment No.1, (4/81)

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LIST OF EFFECTIVE PAGES (Cont'd) 1 CHAPTER 2 i

Page Amendment l

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CllAPTER 2 Fage Amendment 2.2 A-2 58 2.2A-259 2.2a-260 2.2A-261 2.2A-262 2.2A-263 2.2n-264 2.2a-265 2.2A-2bb 2.2A-267 2.2a-268 2.2n-269 F2.2A-1 F2.2A-2 F2.24-3 F2.2A-4 F2.2A-5 F2.2A-6 F2.2A-7 F2.2A-B F2.2A-9 F2.2A-10 F2.2A-11 F2.2A-12 F2.2A-13 F2.2A-14 F2.2A-15 l

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2.3-3 2.3-4 2.3-5 2.3-6 2.3-7 T2.3-1 T2.3-2 T2.3-3 l

T2.3-4 T2.3-5 T2.3-6 T2.3-7 T2.3-8 l

T2.3-9 T2.3-10 T2.3-11 O

2-12 Amendment No. 1, (4/81)

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O f

CilAPTER 2 Pege Amendment j

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T?.3-12 T2.3-13 i

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T2.3-16

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T2.3-19 T2.3-20 l

T2.3-21 T2.3-22 F2.3-1 6

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2-13 Amendment.No.1, (4/81)

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CliAPTER 2 Page Amendment F2.6-2 F2.6-3 F2.6-4 F2.6-5 F2.6-6 F2.6-7 F2.6-6 F2.6-9 F2.6-10 2.7-1 2.7-2 T2.7-1 T2.7-?

T2.7 T2.7-4 T2.7-5 T2.7-6 T2.7-7 l

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2-14 Amendment No. 1, (4/81)

9 9

9 l

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l SL2-ER-OL i

f TABLE 2.1-1 Sheet 2 of 8 r

RESIDENT POPULATION WITHIN 50 MILES OF ST LUCIE UNIT 2 l

1980 a

l Annular Total Total Total

{

Sector Od 1-2 2-3 3-4 4-5 5-10

0-10 10-20 2_0-30, 30-40 40-50

10-50

M0_

N O

17 0

0 0

0 17

O O

O O

0*

17 l

NNE O

O O

O 0*

O O

0*

O NE O

O O

O 0*

0 0

0*

O i

ENE O

O O

O 0*

O O

0*

O I

E o

0 0

0 0*

0 0

0*

O I

ESE O

O O

O 0*

O O

0*

O I

SE o

15 0

0 0

d 15

O O

O O

0*

15 l1 SSE O

10 0

29 1070 6487 7557

8385 19776 60385 132498

221044

228601 S

0 0

0 218 240 6965 7423

20043 633 7022 73024

100722

108145 SSW 0

0 112 208 520 2754 3594

1957 3885 171 4378

10391

1 r> 8 )

SW 0

20 74 93 2543 2717 5447

1957 1838 83 11941

15819

11266 WSW 0

63

'5 22 2878 5938 8906

0 0

10032 608

lu640

19540 k

W 0

20 51 560 559 738 1928

2070 0

9196 1343

12609

14537 1

f WNW 0

0 114 402 1309 3414 5239

745 0

0 129 a

874

6113

.~

NW 0

0 0

34 146 37962

38142

17084 115' 2318 0

20561

58703 n

s NNW

_O

_8

_12

_ 10

_ 16,

_3619

J 6,65

4471 45154

_ 3322 122_72

5 219

_56884 f

l Total C

153 368 1576 9281 70594

81901

56712 72445 92529 226193

447879

529780 1

?

I I

i k

e

l O

O i

i i

1 i,

j S L2-ER-OL TABLE 2.1-5 Sheet 2 of 8 r

j PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF S1 LUCIE UNIT 2 l

1 4

1980 i

1 Annula r Total Total Total Sector 0-1 1-2 2-3 3-4 4-5 5-10

0-10

10-20 20-30

10-30

O-30 i

N O

O O

O 0*

O O

0*

O l

NNE O

O O

O 0*

0 0

0*

O NE O

O O

O 0*

O O

0*

0 i

i l

f l

ENE O

O O

O 0*

O O

0*

O 1

I E

O O

0*

0 0

0*

O l

ESE O

O O

O 0*

O O

0*

O

}

I SE O

O O

O 0*

O 0

0*

0 l

SSE O

O O

O 3331 9543

12874

5521 9899

15420

28294 l

i 1

I S

0 0

0 49 52 1840

1941

9013 194

9207

11148 i

SSW 0

0 24 0

0 1585

1609

586 1153

1739

3348 l

l SW 0

4 17 0

447 167 635

586 550

1136

1771 i

WSW 0

13 0

2 638 889

1542

0 0

0*

1542 l

}

E W

0 4

10 123 119 111 367

660 0

660

1027 i

?,

WNW 0

0 24 88 1335 935

2382

237 0

237

2619 j

[

NW u

O O

7 162 8989

9158

4693 478

5171

14329 i

e t

i NNW O

O O

O 102 1717

1819

3471 18599

22070

23689

[

4 f

(

TOTAL 0

21 75 269 6186 25776

32327

24767 30873

55640

87967 l1 i

l I

6 k

.__.,,_-.._-__m-

~

t L

4 I

S L2-ER-OL TABLE 2.1-5 Sheet 3 of 8 l

PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF ST LUCIE UNIT 2 l

i 1983 l

I

[

Annulae Total Total Total 1

Sector 0-1 1-2 2-3 3-4 I.-5 5-10

0-10

10-20 20-30

10-30

0-30 t

[

N O

0 0

0 0*

O O

0*

O f

j'

.NNE-O' O

0

'O O

O 0*

O O

0*

O j-r NE O

O O

O O-0 0*

O O

0*

O i

1 i

f

'ENE

,0 0

0 0

0*

O O

0*

O i

[

E 0-0 0

0 0

0 0*

O O

0*

O t

)'

ESE O

O' O

O

.0 0

0*

O O

0=

0

[

1 i

i

'O O

0*

O O

0*

O

. SE

'O O

O O

r I

SSE' O.

0

'O' O

5041 11704

16745

7490 12919

20409

37154

(

1 I

l S ~

0 0

0 6.'

65 2317

2444

11889 237

12126

14570 f

i SSW 0

0 29 0

0 1997

2026

738 1453 5

2191

4217 21 0

564 210 800

738 692

1430

2230 I

j

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16 0

3 804 1120

1943

O O

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1943 l

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13 156 151 140 465

831 0

831

1296 i

5 W

0 3

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0 31 111 1681 1179

3002

299 0

29 9

3301 j

~

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l NW U

0 0

9 168 11326

11503

5910 540

6450

17953 f

k NNW-0 0

0 0

129 1919

2048

4372 21008

25380

27428

{

w TOTAL 0

26 94 341 8603 31912

40976

32267 36849

69116

110092 g

j I

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5 S L2-ER,OL TABLE 2.1-5 Sheet 4 of 8 PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF ST LUCIE UNIT 2 1990 Annular.

Total Total Total Sector' 0-1 1 2-3 3 4-5 5-10

0-10

10-20 2 r10

10-30

0-30 N

O O

0.

0 0

0 0*

0 0

0*

O NME

.0 0

0 0

0*

O O

0*

O NE

'O O

O O

0*

O O

0*

O ENE

_0-0 0

0 0

0 0*

O O

0*

O E

O O

0*

O O

0*

O ESE O

0-0 0

0 0

0*

O O

0*

O SE O

O O

O 0*

O O

0*

0 SSE O

O d'

O 5630 15526

21156

9872 16869

26741

47897 I

S 0

0 0

80 '

84 2998

3162

15564 316

15880

19042 SSW'

.0 0

38 0

0 2584'

2622

955 1880

2835

5457 SW 0

7 27 0

730 271

1035 *-

955 896

1851

2886 WSW 0-21 0

4 1040 1449

2514

O O

0*

2514 W'

O 7

17 201 195 181 601

1075 0

1075

1676 WNW 0

0 40 144 2176 1526

3886

388 0

388

4274 y

NW 0

0 0

11 217 14654

14882

7648 699

8347

23229 NNW 0

0 0

J 167 2484

2651

5658 27183

32841

35492 l1 O

TOTAL 0

35 122 440 10239 41673

52509

42115 47843

89958

142467

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l v

S L2-E R-OL TABLE 2.1-5 Sheet 5 of 8 PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF ST 1.UCIE UNIT 2 2000 Annular Total Total Total Sector 0-1 1-2 2-3 3-4 4-5 5-10

0-10

10-20 20-30

10-30

0-30 N

O O

0*

O O

0*

0 i

I NNE O

O O

O 0*

O O

0*

O NE O

O O

O 0*

O O

0*

O ENE O

O O

O 0*

O O

0*

O E

O O

0*

O O

0*

O i

ESE O

O O

O 0*

0 0

0*

O SE O

O O

O 0*

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0*

O SSE O

O O

O 67t*

19409

25637

12292 20883

33175

53812 1

S 0

0 0

99 103 3690

3892

19298 389

19687

23579 S SW 0

0 47 0

0 3180

3227

1176 2313

3459

6716 SW U

9 33 0

198 334

1274

1176 1103

2279

3553 WSW D

27 0

4 1280 1784

3095

0 0

0*

3095 E.

W 0

9 21 247 240 223 740 a 1324 0

1324

2064 5

x WNW 0

0 49 177 2678 1877

4781

478 0

478 *

$259 l

NW u

O O

14 268 18037

18319

9413 860

10273

28592 7

70 NNW D

0 0

0 205 3057

3262

6965 31458

40423

43685 s

b 1

TOTAL 0

45 150 541 11900 51591

64227 *

$2122 59006

111128

175355 l

2

N-SL2-ER 0L

. TABLE 2.1-5 Sheet 6 of 8 PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF ST LUCIE UNIT 2 2010-Anmalar Total Total Total Sector 0-1 1-2 2-3 3-4 4-5 5-10

0-10

10-20 20-30

10-30

0-30

'N O

0-0 0

0 0

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0*

O ESE O

O O

O 0*

0 0

0*

0 SE O

O O

O O'

O 0*

O O

0*

0 SSE O

O O

O 6967 24187

31154

15272 25821

41093

72247 1

S 0

0 0

122 128 4542

4792

23894 479

24373'*

29165 SSW 0

0 58 0

0 3914

3972

1447 2849

4296

8268

^ SW O

11 41 0

1105 411

1568

1447 1358

2805

4373 l1 WSW 0

32 0

5 1576 2195

3808

0 0

0*

3808 I-

'W

- O' 11 26 -

304 296 275 912

1629 0

1629

2541 3

WNW 0

0 60 218 3297 2311

5886

587 0

587

6473 y-NW U

0 0

17

.329 22201

22547

11587 1059

12646

35193 NNW ~

0 0

0 J

252 3762 2

4014 *-

8572 41182

49754 *

$3768 O

TOTAL 0

54 185 666 13950 63798

78653

64435 72748

137183

215836 l1

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0-10

10-20 20-30

10-30

0-30 N

O O

0*

O O

0*

O NNE O

O O

O 0*

0 0

0*

O NE O

O O

O 0*

O O

0*

O ENE O

O O

O 0*

0 0

0*

O E

O O

0*

O O

0*

O ESE O

O O

O 0*

O O

0*

O SE O

O O

O 0*

O O

0*

O SSE O

O O

O 7874 30071

37945

18938 31902

$0840

88785 S

0 0

0 150 157 5591

5898

29552 589

30141

36039 SSW 0

0 71 0

0 4818

4889

1781 3506

5287

10176 SW 0

13 50 0

1360 506

1929

1781 1670

3451

5380 WSW 0

40 0

7 1939 2702

4688

0 0

0*

4688 E.

W 0

13 32 374 364 339

1122

2005 0

2005

3127 N

z WNW 0

0 74 268 4057 2843

7242

723 0

723

7965 NW 0

0 0

21 405 27327

27753

14261 1303

15564

43317 NNW 0

0 0

0 310 4631

4941

10550 50692

61242

66183 S

l C.

TOTAL 0

66 227 820 16466 78828

96407

79591 89662

169253

265660 1

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SL2-ER-OL '

i t

TABLE 2.1 Sheet 8 of 8 4

i PEAK DAILY TOURISTS AND SEASONAL VISITORS WITHIN 30 MILES OF ST LUCIE UNIT 2 i-2030 i

Anrwlar Total Total Total i

Sector _

0-1 1-2 2-3 3-4 4-5 5-10

0-10

10-20 20-30

10-30

0-30 4

i

'N' O

O-0 0

0

-0 0*

0 0

o*

u

(

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0-0 0-0 0

0*

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0*

0 O'*

O O

0*

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'O.

'O

0 0

0 ENE O

.0 0'

O O

O-0*

O O

0*

O l

1 i

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O*

O O

0*

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O O

O 0*

O O

0*

O SE O

O O

O 0*

O O

0*

O 1

I-

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0 8988-37313

46301

23453 39386

62839

109140 i

1 S

0

-0 0

185 193 6882

7260

36516 725

37241

44501 i

SSW.

0 0

88 0

0 5930

6018

2193 4315

6508

12526 L

i SW.

0 16 62 0

1674 623

2.s75

2193 2056

4249

6624 2

WSW~

'O 49.

0 8

2387 3325

5769

O O

0*

5769 l'

I

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t 2

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16 39 461 448 417

1381

2468 0

2468

3849

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t

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91 330 4994 3501

8916

890 0

890

9806 s

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26 499 33634

34159

17554 1604

19158

53317 4

S NNW 0

0 0

0 383 5700

6083

12986 62391

75377

81460 l

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TOTAL-0 81 280 1010 19566 97325

118262

98253 110477

208730

326992 l

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_ _ _ ~ -. i ) d I SL2-ER-OL f j LIST OF EFFECTIVE PAGES 4 CilAPTER 3 1 1 THE STATION I P.ag e_ Amendment 3-1 j 3-11 3-111 3-iv 3-v { i b { 3.1-1 j F3.1-1 F3.1-2 F3.1-3 l F3.1-4 l F3.1-5 3.2-1 T3.2-1 ? l 3.3-1 3.3-2 l T3.3-1 i T3.3-2 l F3.3-1 i l. 3.4-1 3.4-2 3.4-3 3.4-4 l 3.4-5 I T3.4-1 T3.4-2 F3.4-1 i F3.4-2 l' F3.4-3 F3.4-4 I i 3.5-1 l 3.5-2 l 3.5-3 3.5-4 3.5-5 T3.5-1 1 i T3.5-2 l T3.5-3 l i T3.5-4 f T3.5-5(SH 1) 9 T3. 5-5(S11 2) l T3.5-6 l f I F l 3-1 Amendment No.1, (4/81)
SL2-ER-OL LIST OF EFFECTIVE PAGES (Cont'd) CilAPTER 3 Amendment P_ ale. T3. 5-7 (Sill) T3.5-7(SII2) T3.5-8 T3.5-9 T3. 5-10( Sill) T3. 5-10( S ti2) T3. 5-ll( Stil) T3.5-ll(SH2) T3.5-12 T3.5-13 T3.5-14 T3.5-15 T3.5-16 T3.5-17 T3.5-18 T3.5-19 T3.5-20 T3.5-21(SIII) T3.5-21(Sil2) l F3.5-1 F3.5-2 F3.5-3 3.6-1 3.6-2 3.6-3 3.6-4 T3.6-1 i T3.6-2 T3.6-3 T3.6-4 T3.6-5 F3.6-1 F3.6-2 3.7-1 3.7-2 3.7-3 3.7-4 3.7-5 T3.7-1 F3.7-1 3.8-1 3.9-1 3-2 Amendment No. 1, (4/81) ~_
SL2-ER-OL LIST OF EFFECTIVE PAGES CHAPTER 4 EFFECTS OF CONSTRUCTION Page Amendment 4-1 4-11 4-111 4.1-1 4.1-2 4.1-3 4.1-4 4.1-5 4.1-6 4.1-7 T4.1-1 T4.1-2 T4.1-3 F4.1-1 F4.1-2 F4.1-3 4.2-1 4.3-1 ( 4.4-1 l 4.5-1 l i 4.5A-1 4.5A-2 4.5A-3 4.5A-4 4.5A-5 4.5A-6 4.5A-7 4.5A-8 4.5A-9 4.5A-10 4 't Amendment No. 1, (4/81) l .-,-,,.,,,.,,.,--,,,-,,-c.-----.-.--,--n.-
l SL2-ER-OL I LIST OF EFFECTIVE PAGES CHAPTER 5 EFFECTS OF OPERATION Page Amendment 5-1 5-11 5-111 5-iv 5-v 5-vi 1 -5.1-1 I 5.1-2 5.1-3 3 5.1-4 l 5.1-5 i 5.1-6 t 5.1-7 5.1-8 1 5.1-9 5.1-10 5.1-11 9 5.1-12 5.1-13 i 5 5.1-14 i 5.1-15 5.1-16 5.1-17 i 5.1-18 l 5.1-19 l 5.1-20 5.1-21 ~ i 5.1-22 5.1-23 5.1-24 5.1-25 T5.1-1 TS.1-2 T5.1-3 T5.1-4 T5.1-5 T5.1-6 T5.1-7 T5.1-8 T5.1-9 T5.1-10 T5.1-11 T5.1-12 T5.1-13 TS.1-14 5-1 Amendment No.1, (4/81)
SL2-ER-OL LIST OF EFFECTIVE PAGES (Cont'd) OIAPTER 5 P ge Amendment 3 T5.1-15 T5.1-16(SH1) T5.1-16(Sil2) T5.1-17(SH1) T5.1-17(SH2) T5.1-17 (Sli3) T5.1-17(SH4) T5.1_17(SH3) F5.1-1 F5.1-2 F5.1-3 F 5.1-4 F5.1-5 FS.1-6 F5.1-7 F5.1-8 FS.1-9 F5.1-10 FS.1-11 F5.1-12 FS.1-13 F5.1-14 F5.1-15 F 5.1-16 F5.1-17 5.2-1 ( 5. 2 -2 5.2-3 5.2-4 5.2-5 5.2-6 5.2-7 l 5.2-8 5.2-9 T5. 2-1 T5.2-2 T5. 2-3 T5.2-4 T5.2-5 T5.2-6 T5. 2-7 T5.2-8 T 5. 2-9 T5.2-10 T5.2-11 T5.2-12 T5.2-13 i 5-2 Amendment No. 1, (4/81)
_. _ - _ = _ _ _. _ _ _ _.. _ _... i l SL2-ER-OL i i LIST OF EFFECTIVE PAGES (Cont'd) l CHAPTER 5 I Pages Amendment T5.2-14 T5.2-15 T5.2-16 l T5.2-17(SH1) T5.2-17(SH2) T5. 2-18 i T5.2-19 } j T5.2-20 I T5.2-21 j T5.2-22 l F5.2-1 F5. 2-2 i F5.2-3 5.3-1 [ 5.3-2 l T5.3-1 l T5. 3-2 ? 4 5.4-1 T5.4-1 T5.4-2 E 5.5-1 i .i 5.6-1 5. 6-2 1 5.6-3 r T5.6-1 I T5.6-2 T5. 6-3 F5.6-1 5.7-1 5.8-1 5. 8-2 5.8-3 5. 8-4 T5.8-1 TT 0 -2 l TS-8-3 l 6 i ' O 5-3 Amendmet.t No. 1, (4/81) I i l l [ ~~~,.,,w~.--,,,,,,..,.,.,,-,__,,,_,.
1 l l i SL2-ER-OL b l LIST OF EFFECTIVE PAGES CHAPTER 6 i MONITORING PROGRAM l i i ? Amendment l P_ age, 6-i i 6-ii 6-iii ( h 6.1-1 6.1-2 t j_ 6.1-3 l l 6.1-4 l 6.1-5 i t 6.1-6 -6.1-7 [ k 6.1-8 6.1-9 [ l 6'.1-10 6.1-11 6.1-12 i 6.1 - 4 6.1-14 6.1-15 9 6.1-16 ~ 6.1-17
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SL2-ER-OL ,m I' i \\,_,/ Florida Department of Transportation (26) In the annular sectors within St Lucie County, population projections were adjusted to re-flect the increasing share of population held by Port St Lucie. In addition, in annular sector SW five to ten, a comparison is made of the number existing dwelling units and built-up land to total developable land in the annular sector. Land is considered develop-able if streets are in place. A total capacity of dwelling units was determined on the basis of existing land devc!cpment patterns. From the number of residentiti units already built, a resident population capacity of 20,00J persons was estimated. h) The 1983 resident population was distributed among the annular sectors to reflect the construction of two development projects: Spanish Lakes 111 and Midport. Specifically, 666 residents were added to annular sector SW four to five to account for Spanish Lakes III. For Midport, 4843 residents were added to those annular sectors which will house this project upon completion in 1983: 187 residents were added to annular sector SSW three to four, 458 were added to annular secto' SSW four to five, 706 were added to annular sector SSW five to ten, 75 were added to annular sector SW three to four, 1813 to annular sector SW four to five, and 1604 to annular sector SW five to ten. e-"3 i) Age distribution of the projected population for the year 2000 was ( ') based on the distribution of the age groups under 12, 12 through 18, and over 18 in the U.S. population in accordance with 10CFR100, Appendix D. Methodology B: Zero to Five Miles In order to allocate population to the annular sectors inside five miles, the following procedures have been undertaken:
1) identification and location by annular sector of existing dwelling units in 1978; 2) develop-ment of factors to express the relative suitability for development of annular sectors inside five miles; and 3) the allocation of expected population growth for the five mile area for the required years to 2030.
a) On a base map constructed from USGS maps at a scale of 1:24,000, a a circular grid has been superimposed at radii of one mile intervals (one, two, three, four, and five miles) and 16 sectors of 22-1/2 degrees centered on north. The number of dwelling units was counted from aerial photographs taken by Aerial Cartographics, Inc of Orlando, Florida in October and November 1978 and recorded on the map. Field checks were made in early January, 1979 to resolve questionable interpretat ions and to verify multi-f amily dwellings and the number of units in them. The number of permanent residents in major residential developments such as Spanish Lakes and Nettles Island have gggn ggrified with inquiries to their respective manage-ment offices In addition, the number of residents ,_s t i anticipated to reside in 'Spanish Lakes III and Midport was de-I termined with inquiries to the developers and the ' Treasure Coast Regional Planalng Council. 6.1-19
SL2-ER-OL The estimated population for the five mile radius was allocated to annular sectors according to the distribution of dwelling units, the number of persons per dwelling unit, and estimates of seasonal versus permanent residents. b) On a base map of the zero to five mile region, areas suitable fr residential development have been identified. Areas considered un-suitable for residential development included water bodies, FP&L property and portions of the mangrove areas on Hutchinson Island, the transmission line right of wty and parts of the Savannahs purchased by the State of Florida for conservation on the mainland. zoning maps (23,3M have been overlaid on the ost recent annular sector grid and base map. To determine residential develop-ment potential, the area zoned for each residential category is calculated for each annular sector and a dwelling unit density fac-tor applied. (Dwelling unit density f actors are the average of the range of dwelling units per acre in each class of residential Lucie County Growth Management Plan g)use as indicated in the St. The numbers for each residential category in an annular sector are summed to determine the total residential development potential for each annular sector. These totals are added together for the entire five mile region. Each annular sector's development capability factor is the percentage of each annular sector's resi-dential development potential to the total residential development potential within five miles. c) For the required years from 1930 to 2030, the expected increase in population (derived from Methodology A) is allocated among annular sectors using the relative development capability factors as defined in (b). d) The methodology described above was not used in annular sector SSE four-five. The 1980 population estimates for annular sector SSE four-five were updated to reflect information utilized by FP&L in res-1 ponse to the US Nuclear Regulatory Commission request for evacuation time estimates. 6.1.4.2.3 Demographic Surveys - Transient Population Figures 2.1-10 and 2.1-11 show total transient population by annular sector for 1978 through 2030. These estimates and projections have been reached by estimating the number of tourists and seasonal visitors, the number of par-ticipants at attracr. ions or events, employment at major industries and enrollment at colleges in eact annular sector. Methodology for Estimating Peak Daily and Seasonal Transient Population by Annular Sector Peak daily and seasonal transient population was estimated for 1973 and projected to the year 2030 for the area within 30 miles of St Lucie Unit 2. The 1978 peak daily and seasonal transient population was based on 6.1-20 Amendment No. 1, (4/81)
S L2-ER-OL G calculations of the number of people staying in tourist lodgings, camp-grounds and with friends and relatives. T'ose people visiting attractions, working for major employers within the study area and attending colleges 'u in *.he area are listed separately. The latter transient groups were not added to the transient population totals shown in Table 2.1-5 and Figures 2.1-10 and 2.1-11 to preclude double-counting. Tourist Population Inside the ten mile radius, the number of tourists staying in tourist lodg-ings(sucLashotels, motels)andincamgogshasbeendeterminedby contacting listed tourist accommodations locating them wPhin the proper annual sector, and inquiring ss to their peak capacity or 100 percent occupancy. The number of tourists staying with friends and relatives within ten miles of St Lucie IJnit 2 has been determined by dividing the total resident population in each annual sector by 5.09. This factor was derived by dividing the peak number of visitgrg)to the State of Florida not staying in motels and campgrounds in 1977 into the total number of residents I in Florida estimated for 1977. As previously mentioned, the number of tourists staying in motels, hotels and campgrounds was obtained by phone survey of listed tourist accommodations. This number was subtracted from the total number of tourists, to obtain the number of tourists who stay with friends and relatives. Within the ten cile radius the number of people staying in tourist accommodatiens was added to those staying with t } friends and relatives, to derive a total peak daily and ses,onal tourist (/ transient population. Between ten ana 30 miles, each campground has been located and its peak capacity ascertained. For other tourist lodgings, each annular sector was given a share of the total lodg units licensed by the State of Florida for the county within whgit tell It is assumed that an for the county within which it fell It is assumed that an annular sector's share of lodging units was the same as its share of the total county resident population. For example, annular sector SSE 20-30 contains 0.069 percent of Martin County's resident population. Therefore, 0.085 percent of the total licensed tourist lodgings in Martin County was allocated to this annu?ar sector. Peak occupancy of lodging establi-hments is calculated at three persons per unit with an occupancy rate of 100 percent for the peak season. This occupancy rate is based on inquiries to each lodging establishment.:ithin the ten mile radius. As wi*n the ten mile radius the number of tourists staying with friends s and relatives between ten and 30 miles f rom St Lucie Unit 2, was determined by dividing the resident population in this area by 5.09. Once again, the number of persons staying'in tourist facilities was added to the number of persons staying wi.h friends and relatives to determine peak daily and seasonal visitors for the ten to 30 mile radii. A f ( / 6.1-21 Amendment No. 1, (4/81)
D S L2-E R-OL To project peak daily ano seasonal transient visitors for the required one for the years between 1978 years to 2010, two methods have been used, and 1985, and one for the years between 1985 and 2030. For projections to the year 1965, an annual rate ot increase of eight percent estimated by the State of Florida Division of Tourism has been used. The Division of Tourism projections to 1985 are based, in part, on questionnaires administered to tourists arriving by auto and air. Responses to these questionnaires are used to establish annual tourist population figures. Projections are then determined on the basis of a linear annual growth rate retlecting the latest annual increase in tourist populatior.. Thus, since the tourist population grew by eight percent from is used as the annual rate of increce to 1977 gg)1976, this number 1985 The Division of Tourism does not prepare tourist projections beyond the rear 1985. A second projection method was developed for 1985 to 2030. For .985 to 2030, a growth rate of 2.1 percent was used which is based on a linear regression of the historic al growth rate of the tourist population curing the years 1970-1976. Having thus estimated the total tourist population for the required years between 1965 and 2030, it was necessary to allocate the population to each ancular sector. To do this, it is assumed that each annular sector's share of campgrounds, other tourist lodgings, and persons staying with friends or relatives would remain the same as it was in 1978. Furthermore, based on 1978 data, it was determined that 27 percent of the total tourist popula-tica within 50 miles ot St Lucie Unit 2 4tayed at campgrounds, 23 percent stayed in hotels, motels or other tourist lodgings, and 50 percent stayed with friends and relatives. It is assumed that these percentagan 'muld also remain constant during the years under consideration. The methodology detailed above was modified for certain sectors. The 1980 population estimate for annular sector SSE four-five were updated to re-flect intormation utilized by F?6L in response to the US Nuclear Regulatory Commission request for evacuation time estimates. These changes neccessi-1 tated changes in annular sectors SSE five-10, SSE 10-20, SSE 20-30 and S10-20. Appropriate revisions were made in these annular sectors through the year 2010. Transient Population at Attractions and Events Attractions and events occurring within 50 miles of St Lucie Unit 2 are shown in Figure 2.1-12. These events, along with estimated and projected attendance, are shown in Table 2.1-7. Attendance at events has been pro-jected at the average annual rate of growth for the entire 50 mile radius; 121.7 percent for the 52 year projection period, or an average annual rate of 2.3 percent. If a facility had a maximum attendance which could not be exceeded, this was lett constant. In the future, additional sta-diums, fr.:. cons, civic centers, etc, may be established in the study areas; but ciace none is presently proposed, there is no way to predict their lo-cations or capacity. 6.1-22 Amendment No. 1, (4/81)
S L2-ER-OL Transient Population at Major Industrial Employers and Colleges Major industrial employers and colleges within 50 miles of St Lucie Unit 2 attract large numbers of people from a large area on a regular basis. Any employer with more than 500 persons on a shif t has be.en included in the totals fer the annular sector in which it w a.= located. Since expansion and contraction are dif ficult to predict, and because none had plans to ex-pand employment significantly, the number of employees has been held con-stant throughout the 52 year period. Table 2.1-8 shows full employment and peak daily shif t s. Colleges draw students tr m the four county area and from around the country. For Indian River Communit ' College, which has four campuses, the proportion of the student body attending class on each campus is assumed to remain constant for the purpose cf projecting enrollments. The peak daily popula-tion is estimated by projecting total enrollment to 1983 by five year growth rates providsd by the school. Student population was interpolated for 1960. Between 1990 and 2030, projections are made by the average annual rate of growth tor the 50 mile area. The number of students attending class-l s ) x,_./ ( /"'% V) ~ ( i 6..-22a Acendment No. 1, (4/81)
3 SL2-ER-OL l ( i j LIST OF EFFECTIVE PAGES i CHAPTER 7 I l EFFECTS OF ACCIDENTS l Page Amendment 7-1 ] 7-11 7.1-1 i 7.1-2 l 7.1-3 j 7.1-4 i 7.1-5 { 7.1-6 l 7.1-7 7.1-8 i 7.1-9 l 7.1-10 7.1-11 i 7.1-12 l 7.1-13 7.1-14 f 7.1-15 l 7.1-16 l 7.1-17 i 7.1-18 7.1-19 l I 7.1-20 l i i T7.1-1 (Shl) ( I T7.1-1 (Sh2) l T7.1-2 r T7.1-3 3 T7.1-4 (Shl) T7.1-4 (Sh2) T7.1-4 (Sh3) T7.1-4 (Sh4) T7.1-4 (Sh5) T7.1-5 T7.1-6 l T7.1-7 a T7.1 -d T7.1-9 T7.1-10 T7.1-11 l T7.1-12 i T7.1-13 l. 7.2-1 j T7.2-1 l [' l 1 I l I i i l 7-1 Amendment No. 1, (4/81) i-
_ _,... _ _ _ _. _ _ _ _.. _ _ _ _... ~. _ _ _ _. _. _ _ _ _ - _ _____.__________-________m..... I s. SL2-ER-OL LIST OF EFFECTIVE PAGES 1 CHAPTER 8 I BENEFITS AND COSTS Amendment l Pg 8-i-f 8-ii i I i-8.1-1 8.1-2 1 8.1-3 T8.1-1 (Shl)- l TS.1-2-(Sh2) i l 1 ,8.2-1 8.2-la 1 8.2-2 f }' -T8.2-1 (Shl) i T8.2-1 (Sh2) [ -- .T8.2-2 j I 4 i i i t 1 i r i t i i i l i 8 _ Amendment No. 1, (4/81).' s
1.__ __ _.. ____ _ _ ____..- __. _ _ _ _ _ l i I i 4 l l l SL2-ER-OL l J l BENEFITS AND COSTS l l i I CHAPTER 8 l l l TABLE OF CONTENTS l i l f Section Title Page I t l 8.1 BENEFITS 8.1-1 j I 8.1.1 PRIMARY BENEFITS 8.1-1 8.1.2 SECONDARY BENEFITS 8.1-1 l
~~8.1 REFERENCES~~
~~8.1-3 t I t 8.2 COSTS 8.2-1 I I 1 8.2.1 INTERNAL COSTS 8.2-1 8.2.2 EXTERNAL COSTS 8.2-la 1~~
~~8.2 REFERENCES~~
8.2-2 i e i I l I i I I f ,f i ll i f r i l !J. L i r i i i l 8-1 Amendment No. 1, (4/81) l; r i p
t SL2-ER-OL / \\~/ 8.1 BENEFITS NRC Regulatory Guide 4.2 R2(1976) categorizes benefits as ei:her primary (direct) or secondary (indirect). Primary benefits derived from St Lucie Unit 2 include the expected average annual generation of electricity, and the importance of providing an adequate reserve margin for the FP&L system. Secondary benefits produced by operation of St Lucie Unit 2 include the e f fect the facility will have upon various local, state and federal revenue systems, its impact upon regional employment and income, the annual savings in the consumption of imported crude oil and increased knowledge of the environment as a result of research and monitoricg. Economic base aiployment multipliers were incorporated in this anal,;is to determine the level of non-basic (indirect and income-induced) jobs that would be generated by every new issic (operational) job created by St Lucie Unit 2. The mulcipliers were derived 5 identifying both the total 99-ployment and the total export activ i ty. mployment within the region The total export activity employment for the region was determined by the use of the location quotient secthring method. The employment multiplier developed for the analysis was 1. 72 for operational employmen. The productive life of St Lucie Unit 2 is 40 years. All monetary values from 1975 to 1983 are expressed in current dollars for the specific year. All future monetary values, 1984 g 2023, are discounted to 1983 dollars p_ ) by a 10.04 percent discount rate 8.1.1 PRIMARY BENEFITS St Lucie Unit 2 will generate a net of 802 MW(e). Assuming a 72 percent capacity factor. it will generate 5.05B4 billion kilowatt hours of elec-trical energy annually. Table 8.1-1 illustrates the distribution of electrical energy by user class. The revenues produced during the first full year of operation (1984) will be about $234.9 million (discounted 1983 dollars). Chapter 1 provides detailed information on FP&L's system and load demands. If FP&L's generating capability is not maintained, sporadic interruptions and shortages in the availability of electricity to customers would result. The social and economic consequences of these interruptions and shortages will impact both the resident population and tourist growth in FP&L's service area. It is projected that FP&L's service area resident population from about 4.9 million people in 1979 to about 9.3 million in willjgerease 2023 a 90 percent population increase. 8.1. 2 SECONDARY BENEFITS During operation, St Lucie Unit 2 will generate about $443.4 million (discounted 1983 dollars) in revenue for local, state and federal govern-ments. Table 8.1-1 indicates the various individual revenue components -'s that will be affected by St Lucie Unit 2. ') During the productive life of St.Lucie Unit 2, the major revenue will be the franchise fee, a fee paid by FP&L to local municipalities within ts service area. This will total $174.6 million (discounted 1983 dollars). 8.1-1
SL 2.-ER-OL Property tax revenue during th*.s period, which will go te St Lucie County, will total S127.3 million (di, counted 1983 dollars). Other major revenues during the operational phase will be $72.6 million (discounted 1983 dol-lars) in state sales tax and S42.9 million (discounted 1983 dollars) in st ate gross receipts tax. Duling St Lucie Unit 2 operation, the total staff require =ent will be about 150 operational workers, which will generate an timated additional 257 non-basic jobs for the region, resulting in a total employme.'t impact of an estimated 407 job opportunities. The operation of St Lucie Unit 2 will generate about $106.8 million (disoounted 1983 dollars) in operational and non-basic worker incote for the region. The operation of St Lucio Unit 2 will result in an annual saving of an estimated 8.5 million barrels of fuel oil per year. This annual saving I translates into a dollar saving of $306 million per year (1981 delivered price). FP&L is funding several environmental research programs related to the operation of St Luefe Unit 2. These programs include aquatic biology and water quality surve llance, radiological sampling and meteorological monitoring. The radiological sampling and meteorological monitoring will be continued throughout the remainder of the operation of St Lucie Unit 2. These programs will contribute to an increase in knowledge of the environ-ment and the plant's interaction with it. O O 8.1-2 Amendment No, 1, (4/81)
SL2-ER-OL 8.2 COSIS ) Internal costs are those which are directly and indirectly associated with e l the construction and operation of St Lucie Unit 2, while external costs refer to potential adverse ef fects on the natural and social environment. l 8.2.1 1h1ERNAL COSIS l l' The total estimated costs to FP&L for the construction of St Lucie Unit 2 are $925 million (1983 dollars). The construction costs are itemized in Table 8.2-1. The estimated costs of electrical generation by specific components for St Lucie Unit 2 during its initial year of operation are shown in Table 8.2-2 and are expressed in 1983 dollars. During the initial year of operation, the. total cost-of electrical generation will be about $239.7 million-or 49.28 mills per kilowatt hour (mills /kkh). More specifically, the fixed charges for St Lucie Unit 2, during its initial year will be about $178.4 million (35.27 mills /kWh). The nuclear fuel cycle costs for St Lucie Unit 2 during the initial year will be $42 million (10.00 mills / kWh), in comparison to a comparable oil fired f acility which will have fuel costs of 34.76 mills /kkh. _The operation and maintenance costs for St Lucie during its initial year of operation will be about $19.3 million (4.01 mills /kWh). The operation of St Lucie Unit 2 will result in an annual fuel saving to FP&L of an estimated 6.3 million barrels of oil per year. This annual savings translates into a dollar saving to FP&L and its customers of an C/ estimated $227 million per year (1981 delivered price). ASSUMPTIONS : 1. FP&L share of St Lucie Unit 2 = 634MW 2. St Lucie Unit 2 capacity factor
~~72%~~
6.32 MBTU 3. Nuclene equivalent conversion factor = " BBL 4. System average fossil Heat Rate = 10,000 BTU KWH 1 $36.00 (1981) 5. Price of Gil = BBL 6. Fuel escalation rate = 8% 9 Expected Average Annual Generation 3.998x10 KWH @ 72% Capacity Factor 6 Expected Average Annual Fossil 6.272x10 BBL Fuel' Savings ('N Expected Average Annual Dollar $227.78 million i j SavingsL(1981 Dollars) %.t 8.2-1 ~ Amendment No.1, (4/81)
SL2-ER-OL Estimates of decommissioning costs are presented in Section 5.8. 8.2.2 EXTERNAL COSIS External costs are the short and long term costs associated with the operation of St Lucie l' nit 2 to the natural and social environment. These effects are discussed in detail in Chapter 5. There will be no major long term adverse impact on the region's communities resulting f rom the influx of thy]50 operational personnel and their induced population (343 people) It is assumed that most of the operational workers and their induced population will reside in Fort andPalmBeechinsglement patterns similar to those of Pierce, Stuart the construction worker population Based upon these settlement patterns, the communities of Fort Pierce, Stuart and Palm Beach will have enough excess capacities within most of their public services functions to adsorb the immigrant public service demands at little additional public service cost. Most other long term external impacts associated with the operation of St Lucie linit 2 are difficult to quantify in terms of dollars. These impacts have been analyzed and are described in Section 2.6 and Chapter 5. O O 8.2-la Amendment No. 1, (4/81)
I S L2-ER-OL LIST OF EFFECTIVE PAGES CliAPTER 9 ALTERNATIVE SUPPLY SOURCES AND SITES f Page Amendment 9-1 i 9.0-1 1 7 1 l I, 4 i i 1 i I I 1 i 9-1 Amendment No. 1, (4/81) l I .. ~. ~.
L 1 l SL2-ER-OL LIST OF EFFECTIVE PAGES i CHAPTER 10 l DESIGN ALTERNATIVES i 1 a Amendment
~~Page, 10-1 J~~
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i i SL2-ER-OL i 1 LIST OF EFFECTIVE PAGES 8 CHAPTER 11 i I t SUFDIARY COST-BENEFIT ANALYSIS i Page Amendment i i 11-1 i j 11.0-1 i l. i r 4 1 I i 1 l 4- [ 9 I I f t t i i I 6 5 l i r O t d i 11-1 Amendment No. 1, (4/81) { ... -, ~.. -
? i SL2-ER-OL LIST OF EFFECTIVE PAGES O I CHAPTER 12 1 l APPROVALS AND CONSULTATIONS Page Amendment l i 12-1 I 12-11 i i ? i l 12.0-1 r l T12.0-1 (Shl) l T12.0-1 (Sh2) ? I l i i E I L I l O t i l t [ l i s i I r i i O l r 12-1 Amendment No. 1, (4/81)
i S L2-ER-OL LIST OF EFFECTIVE PAGES i j NRC Quertions 3 i i a I Page Amendment i Q1-1 1 Q2-1 1 1 Q2-2 1 i Q3-1 1 } 'Q4-1 1 j Q4-2 1 Q4-3 1 I QS-1 1 Q6-1 1 Q7-1 1 Q8-1 1 Q9-1 1 a -Q9-2 1 Q10-1 1 l l Q10-2 1 l 1 Q10-3 1 Q240.1-1 1 l. Q240.1-2 1 Q240.2-1 1 i F240.2-1 1 1 l' l l i I I l 9 f RNQ-1 Amendment No.1, (4/81) l f
SL2-ER-OL Question No. ( 1. Identify your latest scheduled commercial operating date for St Lucie Unit 2.
~~Response~~
The present scheduled date for commercial operation of St Lucie Unit 2 is May, 1983. This date is based on the receipt of an rperating license in Novemoer, 1982 followed by core load and low power testing. No ER-OL revisions are required. O l O Q1-1 Amendment No. 1, (4/81)
SL2-ER-OL \\ Question No. 2. Discuss status of your proposed sale of 55 MW of St Lucie Unit 2 and your planned firm purchase of capacity from Tampa Electric Co in the 1985-87 timeframe. Is it a correct interpretation of Table 1.1-9 that the proposed sale has been deducted from capacity but the proposed purchase has not been added to capacity, and if so, why?
~~Response~~
It is a cortset interpretstion of Table 1.1-9 that FP&L's of fer for sale of 55 MW to other utilities has been deducted from capa-city. The planned purchase from Tampa Electric was not contracted at the time of printing of this report, and therefore, could not be shown as an addition to generation capacity. Subsequent to the data filed in the Environmental Report-Operating License, a joint motion by Justice Department, NRC Staff and FP&L was filed with the Atomic Safety and Licensing Board of NRC on September 12, 1980 in Docket No. 50-389A seeking the approval of a p settlement agreement and proposed license conditions for St Lucie r i Unit 2. Included in the license conditions is a provision for 16 certain utility systems to have an opportunity to participate in the ownership of St Lucie Unit 2 of up to 15.14557 percent in the aggregat e. Additionally, in a separate agreement, the Company has offered Seminole Electric Cooperative a 6 percent ownership share. Thus, shculd the Licensing Board implement-the proposed license conditions, approximately 21 percent of St Lucie Unit 2 could be offered to the various participants. Based on the 802 MW rating of the unit, total participation shares to be offered would be ap-proximately 170 MW. One of the utilities included in the above, Orlando Utilities Commission, entered a participation agreement with FP&L for a 6.08951 percent ownership share, and on January 13, 1981 an initial. closing took place. Negotiations with some of the other potential participants are pending. With respect to the capacity purchases from Tampa Electric Company,- FP&L entered a unit power purchase' agreement with TECO on September 10, 1979 regarding TECO's proposed Big Bend Unit 4. The unit with an anticipated rating of 417 MW is scheduled for oper-ation beginning in 1985. In accordance with the agreement, FP&L would be entitled to capacity and associated energy in the. follow-ing amounts and timeframe: t% -Q2-1 Amendment No.1, (4/81)
SL2-ER-OL From Through % Capacity Approximate MW In Service Date 12/31/85 70 292 1/1/86 12/31/86 50 209 1/1/87 12/31/87 25 104 No ER-OL revisions are required. O 1 O Q2-2 Amendment No. 1, (4/81)
- - - = SL2-ER-OL I Question No. j 3. k' hat reserve margin as a percentage of peak load demand does FP&L view as necessary to maintain minimum reliability conditions on l its system in 1983-85 timeframe? j l i
~~Response~~
For capacity expansion planning purposes, FP&L considers reserve l margins of 20 percent to 25 percent an acceptable range to insure an adequate and reliable system for its customers. These reserve margins are based on summer net continuous ratings and summer peak loads. No ER-OL revisions are required, i l l e i 1 f i l l e i j r I O i l t i Q3-1 Amendnent No.1, (4/81) i
N i I SL2-ER-OL s I ) _,/ Question No. 2 4. For the year 1980 show (a) breakdown of electric energy gener-i ated by FF&L by fuel (i.e., gas, oil, nuclear, etc) and (b) the average production cost (fuel and 0 & M) by fuel type. Identify any availability problems you anticipate may occur in the i foreseeable future with respect to any of the fuels you are r j currently dependent on. e
~~Response~~
See attached tables for responses to (a) and (b) aoove. 4 J i While shortage of a specific quantity fuel, namely low sulphur f fuel oil, may occur from time to time, FP&L does not anticipate l l encountering fuel ' supply availability problems with any of its operating electric generating plants (i.e., gas, oil, nuclear). ] This statement is based on the experience to date that while fuel i costs are high, availability is adequate. i-No ER-OL revisions are required. l a i i i t r E i e i I 9 L l r i l i i [N i O Q4-1 Amendment No.,1, (4/81) Iq 1 .,......,.., _ -.., -, - - -. -. _., _. _....,... - - - -. ~,,..,. _, _ -. -. .. -,. ~, _, -, - _,.,,,, -.
S L2-E R-OL TABLE 4-1 UTILITY: FLORIDA POWER & LIGHT COHPANY ENERGY SOURCES Actual Actual ENERGY SOURCES 1979 1980 (1) ANNUAL ENERGY INTERCHANGE GWii 592.3 1,885.4 (2) NUCLEAR GWH 11,615.1 13,439.8 (3) COAL GWH (4) RESIDUAL-TOTAL GWH 24,491.8 24,159.3 (5) Steam CWii 23,869.3 23,421.8 (6) CC GWH 622.5 737.5 op (7) CT GWH a w (8) Diesel GWH (9) DISTILLATE-TOTAL GWil 248.2 310.1 (10) Steam CWH 36.4 (11) CC GWH (12) CT GWH 248.2 273.7 (13) Diesel GWH (14) NATURAL GAS-TOTAL GWH 8,394.9 8,655.4 (15) Steam GWH 7,818.7 8,041.9 (16) CC GWH (17) CT GWil 576.2 613.5 p B (18) Diesel GWH ( (19) OTHER GWH g (20) NET ENERGY FOR LOAD GWH 45,342.3 48,450.0 ?, .P W 3 O O O O
O O O i .i [ S L2-ER-OL j l' TABLE 4-2 l l 1 FLORIDA POWER & LIGHT AVERAGE PRODUCTION COSTS (FUEL AND 0 & M) 4 NUCLEAR FOSSIL / STEAM
~~I OIL GAS r~~
~~1 } Fuel Expenses S 53,359,115 $ 846,899,377 $ 88,122,595 i l Operation Expenses $ 25,143,062 $ 31,702,960 i ) Maintenance Expenses $ 38,881,446 $ 39,680,611 1 a, GAS TURBINE~~
COAL-01L MIX

OTHER*
~~e 01L GAS OIL GAS i i, $21,168,203 $ 11,064 214 $ 13,888,283 $ 39,111,046 320 I I $ 1,304,914 $ 11,565,737 $ 4,213,495 i $ 2,546,681 j $ 6,356,569 i ir i it a m E l j~~
~~Some Expenses By Fuel Type Not Available I~~
i i s 2 i e i l i i
l SL2-ER-OL l Question No. 5. In Tables 1.1-2 and 1.1-3, identify where actual values end and projections begin. If actual energy and peak load values only go thru 1978 or 1979, provide actual values thru 1980. Also, in Table 1.1-3 indicate whether the peak load values include the interruptible loads.
~~Response~~
See revised ER-OL Tables 1.1-2 and 1.1-3. 1 1 i 1 4 ~ I QS-; Amendment No. 1, (4/81) 1 1 e _ _ - - - -.. ~. - - _. -. _. _ _ _.., _... _,. _ _..., _. - _, _ _ _ ~ ~ - _ _ _ _ _. _ -... _. _. _ _.. _.. _. _..
7 _. i 1 l-1 l SL2-ER-OL l Question No. l 6. Explain your assumption that a delay in St Lucie 2 will preci-l pitate a delay in the Martin Coal Unit 3. i 1 i l
~~Response~~
Tne assumption was: if St Lucie Unit 2 was delayed for. reasons of j financial, environmental, regulatory, or political issues, then it would be reasonable to assume that a similar delay could occur for J i Martin Coal Unit 3. i i l No ER-OL revisions arc equired. a l, G t l I i i i 4 f e i I r i I i i ? l l l l i i i i t I h I i I e 1 I I l ) j Q6-1 Amendment No. 1, (4/81) [ L i I - ~ - -
d I SL2-ER-OL i Question No. i i 7. What percentage of St Lucie Unit 2 is currently completed (specifically, what portion of the $925 million estimated capital cost has been spent)? i i i
~~Response~~
l The January 1981 estimated capital cost for St Lucie Unit 2 is S1.1 billion. Of this amount, $661,921,000 or 60.2 percent of the estimated cost has been spent to date. No ER-OL revisions are required. t l l l l i 1 l ( 1 9 ? l i i I ( i l l i l O \\ i Q7-1 Amendment No. 1, (4/81)
SL2-ER-OL C Question No. 8. Provf .ssumptions and trace turough the calculations per-formed in ye conclusions in Subsection 8.1.2 that, " Th e operation of St Lucie cit 2 will result in an annual savings or an estimated 8.5 million barrels of crude oil per year. This annual saving slates into a doltar savtag of $137 million per year (1978 Jelivered price)".
~~Response~~
The methodology used to calculate tne fuel oil required to replace other types of generation is as follows: bbis/yr= (Unit MWH rating /hr)x(24 hrs / day)x(days /yr)x(capacity factor) Foss.1 eq. MWH/bol Assuming: St Lucie Unit 2 rating: 850 Mw gross Capacity factor: .72 Fossil eq. MWH/bb1: .63 bbls/yr= (850 MWH/hr)x(24 hrs / day)- (365 days /yr)x(.72) .63 bbis/yr= 8.5 million This annual saving today translates into a dollar saving of $306 million per year (January 1981 fuel price of $36.00/ bbl). See amended ER-OL Subsection 8.1.2. .7 Q8-1 Amendment No, 1, (4/81)
SL2-ER-OL A Question No. 9. Present a production cost analysis which shows the difference in system production costs associated with the availability vs unavailability of St Lucie Unit 2 for the years 1983 thru 1987 (first five years of proposed operation). Perform analysis assuming electrical energy demand grows at (a) FP&L's official forecasted growth rate, and (b) one-half FP&L's official forecasted growth rate. Show all underlying assumptions used in the production cost analysis, and identify sources of all replacemet:...e r gy.
~~Response~~
FP&L's current minimum system demand exceeds tne capacity of its three existing nuclear units plus the addition of St Lucie Unit 2. FP&L, therefore, intends to base load all of its nuclear units when available. This fact precludes the need to perform a cost analysis based on a 50 percent growth rate. The following cost analysis of St Lucie Unit 2 was performed taking into account the offer for sale of 168 MW of its capability. The operation of St Lucie Unit 2 will result in a annual fuel s saving to FP&L of an estima' d L.3 million barrels of oil per year. This annual savings translates into a dollar saving to IP&L and its customers of an estimated $227 million per year (1981 delivered price). Assumptions: 1. FP&L share of St Lucie Unit 2 = 634 MW l 2. St Lucie Unit 2 capacity factor = 72% 3. Nuclear equivalent conversion factor = 6.32 MBTU/ BBL 4. System average fossil 'leat Rate = 10,000 BTU /KWH 5. Price of 011 = $36.00 (198f) BBL ) 6. Fuel escalation rate = 8% i l Expected Average Annual 3.998x109 KWH Generation @ 72% Capacity Factor l p i ( l u ( I Q9-1 Amendment No. 1, (4/81) l' l
SL2-ER-OL 6 Expected Average Annual 6.272x10 BBL Fossil Fuel Savings Expected Average Annual $227.78 million Dollar Savings (1981 Dollars) See revised ER-OL Subsection 8.2.1, O O Q9-2 Amendment No. 1, (4/81)
_______m___ SL2-ER-OL r Question No. 10. Provide a compact updated '.able showing all environmental c< sts associated with operation (information should be of sunmars nature identifying the impact, unit of measurement, magnitude ut impact, and evaluation of impact, (i.e., whether its negligible, or significant, etc.). This information is typically presented in l tabular form in ER Chapter 11. t
~~Response~~
~~Tne environmental costs associated with (plant) operation cannot be monetized because of the incommensurable nature of environ-~~
~~mental costs.~~
In the truest sense, only the costs for mitigating certain adverse environmental impacts can be monetized. Operation of St Lucie Unit 2 will have insignificant environmental impacts on the surrounding area, which do not require any r.itiga-tion costs. Plant components are designedEto meet / surpass all applicable federal and state environmental regulations and/or standards, as shown in the. attached table. 'N No ER-OL revisions are required. g t q.. (G ) f-Q10-1 Amendment No.1, (4/81)
S L2-E R-OL TABLE 10-1 Sheet I of 2 SUMh RY OF ENVIRONMENIAL IMPACTS ASSOCIATED WITH OPERATION OF ST LUCIE UNIT 2 Magnitude with Units Impacted Area Evaluation i. Impacts on Water and Aquatic Communities a) Circulating Water System i) Intake - flow 520,000 gym (Average) Atlantic Ocean Intake e f fect s are negligible since flow is withdrawn and returned to Atlantic Ocean with insignificant consumptive use (Section 3.4.2) - Entrainment 1.8 percent of offshore Atlantic Ocean Assuming 100 percent mort ality of plankton entrainei nearfield population through Unit 2. Loss of 1.8 percent will impose no significant adverse effect (Section 5.1.3.1.1) - Impingement 160,000 finfish/yr Atlantic Ocean Projected biomass of impinged finfish and shellfish 60,000 shellfish /yr represent less than 0.0!. and 0.005 percent, respectively, of the commercial catches in either St Lucie or Martin County. This overstates the adverse effects because species impinged do not correlate o with typicel, commercial and recreational species o A off Hutchinson Island (Section 5.1.3.1.2), ii) Discharge - thermal For two (2) F isotherm: Atlantic Ocean Unde r worst condition, maximum temperature rise will Max. plume size - 677 Acres be 320F. Maximum plume size and volume enclose <f Mat. volume - 1889 Ac-ft by a two (2) 0F isotherm are as indicated. Thermal e f f ects on the receiving water body, the Atlantic Ocean, are insignificant (Section 5.1). - Benthos Atlantic Ocean Thermal plume will not cause bottom scoar (Section 3.4); operation will not induce any afverse ef fects on the Benthic community (Section 5.1.3.2.1). - Plankton Tab'e 5.!-17 insts thermal Arlantic Ocean Based on thermal tolerance an1 avoidance behavior of tolerance for plankton resident - species, und durat ion s of exposure to k thermal isntheres, no lethal responses in planktonic g, and nektonic species are anticipated (Section 5.1.3.2.1). g P, - Fish 25.5 Ac-ft plume for sum of Atlantic Ocean Same as above f 20", 100 and50F i sot her ms (Table 5,1-11) ^c. C O O O
t i O O O q l ) SL2.ER 0L TABLE 10-1 (Cont'd) sheet 2 o' i MagnituJe with Units impacted Area Eva l'a s t i on I. Impacts on Water and Aquatic Communities (Cont'd) f b) Chemical and Biocide Waste Discharges Concentrations of constituents Intake canal Specifically maximum tot residual cilorine (TRC) are given in Table 3.6-1 and and Atlantic Ocean concentration of 0.08 mg/l will meet EPA Effluent 5.3-1 (with dilutions) Limitations of 0.1 ag/l at point of discharge (40CFR j 423). Concentrations of other treated effitents also comply with Effluent Limitations and Florida f state water quality standards. No significant effects on the receiving water body (Sections 3.6 and 5.3) c) Sanitary Waste Discharges 17,000 gpd intake canal Treated ef fluent will meet EPA Secondary Treatment Criteria (40CFR133)andFloridastatestanda{d(FAC 17-6) and will be further diluted by some 10 [ times prior to discharging to Atlantic Ocean n f (Section 5.4). II. Radiological Impact g - Man Dose rates: Effecer are insigaificant: i) predicatai U se is 20 o in-plant area-0.1 arem/yr percent of the limits defined in Appendix ', 10CFR50, per individual and li) natural background radiation and medical w Within 50 mile radius - 10'3 exposure re sult in doses exceeding 60,000 mrea/yr to arem/yr per individual populations within a 50 mile ra r.. is.ction 5.2.5) - Biota Total dose rate for Effects are cons. ad negligible because doses are Chelonia mvdag: within comparable for man (Section 5.2.3) 2.0 ares /yr III. Other Impacts l a) Transmission Lines None. L' censed in St Lucie Unit I stage (Section g 5.5) j I 0-b) Noise Maximum shift two (2) dB above Area within five (5? M,ximum shift (less than five (5) d3) is not l l ambient mile radius considered significant. ( Table 5.6-2 and Sectinn n 5.6.2.6) l l 2O l c) Fogging Ten (10) hours /yr State Route AIA Low fogging potential based on maximum condenser f y discharge canal (tempersture) rise of 320F of Unit 2 operation area (Section 5.1.4) l
~~s l~~
C l r l I l
S L2-ER-OL A / 1 \\j Question No. 240.1 Descriptions of floodplains, as required by executive Order (2.4) 11988, Floodplain Management, have not been provided. The definition used in the Executive Order is: Floodplain: The lowland and relatively flat areas adjoining inland and coastal waters including floodprone areas of off-shore islands, including at a minimum that area subject to a one percent or greater chance of flooding in any given year. a. Provide descriptions of the floodplains adjoining the Atlantic Ocean, the Indian River and of all other water bodies, includ-ing intermittent water courses, within or adjacent to the site. On a suitable scale map, provide delineations of those areas that will be flooded during r.he one percent chance flood in the absence of plan t ef fect s (i.e., pre-construction flood-plain). b. Provide detail of the methods used to determine the flood-plains in response to s. above. Include your assumpti ons of and bases for the pertinent parameters used in the con >utation of the one percent flood flow and water elevation. If studies approved by Flood Insurance Administration (FIA), Housing and ,r~N Urban Development (HUD) or the Corps of Engineers are avail-i j able for the site or adjoining area, the details of analyses \\~ / need not be supplied. You can instead provide the reports from which you obtained the floodplain information. c. Identify, locate on a map, and describe all structures and topographic alterations in the floodplains. Res ponse Development of the St Lucie site on Hutchinson Island was essen-tially completed before St Lucie Unit 1 became operational in 1976. Sinec Executive Order 11988 was promulgated in May, 1977, floodplain topography that existed then included the 16 foot elevation of the plant island, relative to National Geodetic Vertical Datum (NGVD). Based on pre-construction U S Geological Survey topographic maps of the site area, floodplain elevations prior to construction varied between 2 and 5 feet. Hutchinson Island, where the St Lucie Plant is sited, is a coastal barrier island fronting the Atlantic Ocean between Stuart and Fort Pierce, Florida. It is separated from the Florida mainland by a tidal lagoon, the Indian River. The 23 mile long island is bounded to the north by Fort Pierce Inlet and to the south by St Lucie Inlet. Site topography is shown in Figures 2.3-1 and 2.3-2 of the St Lucie Unit 2 Environmental Report - Operating License, %/ Q240,1-1 Amendment No. 1, (4/81) l
SL2-ER-OL On the ocean side of the island, a long straight beach front extends between the two inlets, backed by a carrier dune with crest elevation varying from 10 to 14 feet along most of the island. Width of the barrier dune is relatively narrow and is usually less than 209 feet. Topography on the Indian River side of Hutchinson Island is more irregular. Along narrow sections, where mangroves are absent, the island width is generally 400 to 600 feet. Where the barrier dune is backed by mangroves, the width increases to more than a mile. The 100 year preconstruction flood event would nave inundated all the mangrove floodplain and the narrow sections of the island along the Indian River up to tne west side of tne narrow barrier dune. On the ocean side storm surge elevation would reach 7 feet Mean Sea Level (apaproximately 8 1/2 feet Mean Low Water). At a 100 year flood event elevation of 7 feet above Mee Sec Level, most of the Hutchinson Island floodplain would be under 2 to 4 feet o f water. The basis of the 100 year flood level ic a preliminary flood insurance study of St Lucie County, Flor 4 da, prepared by the Flood Insurance Administration (FIA) in 1978. Flood insurance maps were prepared from USGS topographic maps of the area. The 100 year flood boundary was estaolished at 7 feet (NGVD) for both Indian River and Atlantic Ocean sides of Hutchinson I.iand. The principal structures at the St Lucie Plant are the Reactor Building, Auxiliary Reactor Building and Turbine Generator Build-ing for St Lucie Units 1 and 2. These and auxiliary structures are shown ic Figures 3.1-1 and 3.1-2 of the St Lucie Environmental Report - Operating License. Topographic alterations are indicated for the various plant elevations, relative to the 4-foot mangrove elevation shown in Figure 2.4-15 of the St Lucie Plant Unit 2 Final Safety Analysis Report. The area of landfill including the plant island is less enan a 0.6 by 1.0 statute mile section of the floodplain between Big Mud Creek and Herman Bay. The plant island is at an elevation of at least 16 feet relative to NGVD. This elevation is at least nine feet above the FIA flood level for tne 100 year event. Additional flood protection for St Lucie Units 1 and 2 is provided to more than 17.5 feet NGVD. No ER-OL revisions are required. O Q240.1-2 Amendment No. 1, (4/81) ~..
w SL2-ER-OL [ } Questioc. No. 240.2 a. Discuss the hydrologic ef fects of all items identified it. (5.0) response to Question 240.lc. Discuss the potential for altered flood flows and levels, offsite. Discuss the effects on offsite areas of debris generated from the site during flood events, b. Provide the details of your analysis used in response to a. above. The level of detail is similar to that identified in Question 240.lb. Respon g Hydrologic ef fects of floodplain modification at the St Lucie plant site were evaluated using a " displacement volume and equivalent rise" calculation. For this calculation, tne region of impact was defined as that segment of the Indian River extending from Statute Mile (SM) 965 of the Intracoastal Waterway naar Fort Pierce Inlet to SM 988 at the St Lucie Inlet. The displacement volume for plant construction was defined as a 0.6 by 1.0 mile area of landfill for the St Lucie Plant and flood rise of 7 feet for the 100 year event. rs The displacement rise within the Indian River segment was ( ) calculated with the equation, L.J Plant Area x Flood Rise = Region Area x Displacement Rise, where the region area was determined for an average width of the 23 mile segment of the Indian River. The average width was based on 22 measurements at one statute mile intervals from SM 975, opposite Herman Bay Point, extending north to the Fort Pierce Inlet and south to the St Lucie Inlet. The average width of the Indian River at Mean Low Water is 1.49 statute miles. The displacement rise calculated with this approach was 0.12 feet. Figure 240.2-1 shows the 100 year flood boundary for Florida Pouer & Light St Lucie Site. The 100-year flood boundary contour is 7 feet relative to NGVD. No ER-OL revisions are required. s \\ ) y,/ Q240.2-1 Amendment No. 1, (4/81)
.. ~.. m._ I l l-f i d' I i FLOOD PLAIN BOUNDARY f AT MEAN WATER LEVEL i 1 2 FT. INDIAN RIVER r I 100-YR FLOOD BOUNDARY
~~y ELEVATION 7 FT.~~
i l H3 l l -r. PROPE LIN i ..-/ l- .l. y i ~
1 \\ l ff I l' I ] PROPERTY LINE [ l l BLIND CREEK l ' N OCEAN B'JUNDARY AT MEAN ',EA LEVEL l STATE MANGROVE RGAD l FLOOD PLAIN A1A I ELEV 2 FT i i ATLANTIC OCEAN J [ L CIG MUD CREEK c l I j oiscuc. canal L g a1TCHYARD PLANT ISLAND [ ELEV 16 FT. 2 FT T s 2 FT J INTAKE CANAL l l q_q' _ SCALE ~' i i I ( 0 1/2 1 STATUTE MILE MAN BAY / l l 2 N. ALL ELEVATIONS RELATIVE TO 1929 NGVD' FLORIDA POWER & LIGHT COMPANY ST. LUCIE PLANT UNIT 2 100-YR FLOOD BOUNDARY WITHIN D FLORIDA POWER & LIGHT PROPERTY FIGURE 240.2-1 Amendment No.1, (4/81) i, d}}

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