ML20077F627

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Rev 14 to Environ Rept - OL Stage
ML20077F627
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 07/29/1983
From:
PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:
Shared Package
ML20077F588 List:
References
ENVR-830729, NUDOCS 8308010458
Download: ML20077F627 (45)


Text

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LIMERICK GENERATING STATION UNITS 1 &2 k'.

ENVIRONMENTAL REPORT - OPERATING LICENSE STAGE REVISION 14 PAGE CHANGES

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The attached pages, tables, and figures are considered part of a controlled copy of the Limerick Generating Station EROL.

This material should be incorporated into the EROL by following the instructions below.

After-the revised paces are inserted, place the once that follows these instrue lons in the front of Volume 1.

REMOVE INSERT VOLUME 1 Page 1-i Page 1-i Pages 1.1-1 thru -4 Pages 1.1-1 thru -4 Tables 1.1-1 thru -3 Tables 1.1-1 thru -3 Page 1.2-1 Page 1.2-1 Pages 1.3-1 thru -3 Pages 1.3-1 thru -3 i

Page 1.4-1 g,

Page 1.4-1 Page 1.1A-1 Page 1.1A-1 Pages 1.1B-1 thru -4,

-7 thru -10 Pages 1.1B-1 thru -4, Tables 1.1C-2 thru -3

-7 thru -10 Tables 1.1C-2 thru -3 VOLUME 2 Table 3.5-1 (pgs 1-4)

Table 3.5-1 (pgs 1-4)

Pages 3.9-1 thru -4 Pages 3.9-1 thru -4 Figure 3.9-2 (Sheet 9 of 16)

Figure 3.9-2 (Sheet 9 of 16)

VOLUME 4 Pages 8.1-1 thru -2 Pages 8.1-1 thru -2 Page s 8.1-5 thru -6 Pages 8.1-5 thru -6 Pages 9.1-1 thru -2 Pages 9.1-1 thru -2 Pages 11.1-1 thru -2 Pages 11.1-1 thru -2 Table 11.3-1 (pg 1)

Table 11.3-1 (pg 1)

VOLUME 5 Page E450.5-1 Pages E450.5-1 thru -2 Table E450.5-6 f

8308010458 830729 PDR ADOCK 05000352 C

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THIS EROL SET HAS BEEN UPDATED TO INCLUDE R VISIONS THROUGH / Y DATED 07 f.3

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CHAPTER 1 PURPOSE OF LIMERICK GENERATING STATION AND ASSOCIATED TRANSMISSION TABLE OF CONTENTS Section

, Title 1.1 SYSTEM DEMAND AND RELIABILITY 1.1.1 Load Characteristics 1.1.1.1 Load Analysis 1.1.1.2 Demand Projections 1.1.1.3 Power Exchanges 1.1.2 System Capacity 1.1.3 Reserve Margins e

1.1.3.1 Definitions 1.1.3.2 Criterion 1.1.3.3 Method 1.1.3.4 Interconnection Benefits-1.1.3.5 Effects of the Addition of the Limerick

..Un i ts 1.1.3.6 Reserve Margin Responsibility 1.1.4 External Supporting Studies 1.2 OTHER OBJECTIVES 1.3 CONSEQUENCES OF DELAY 1.3.1 Effect of Delay on Reliability 1.3.2 Environmental Consequences of Delay 1.3.3 Economic Consequences of Delay

1.4 REFERENCES

Appendix A Deleted

-l Appendix B Energy Forecasting Methodology Appendix C Annual Peak Demand Forecasting Method l

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CHAPTER 1 PURPOSE OF LIMERICK GENERATING STATION AND ASSOCIATED TRANSMISSION 1.1 SYSTEM DEMAND AND RELIABILITY 1.1.1 LOAD CHARACTERISTICS The Applicant, Philadelphia Electric Company, serves customers in the southeastern portion of the Commonwealth of Pennsylvania, and in a small northeastern portion of the state of Maryland.

In 1982, the Applicant's system served 1,331,729 electric customers in an area of 2340 square miles, with a population of approximately 3.7 million people.

The customers located in the Pennsylvania portion of the territory used 98.3% of the total kilowatt-hours sold.

The Applicant's customer load has similar characteristics to other metropol'itan power systems in the northeastern U.S.

Table 1.1-1 lists by customer cla'ss the 1982 actual energy sales and the estimated energy sales for 1983 through 1992.

In 1982, the 1

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percentage split between major classes of customers was residential 30%; small commercial and industrial 12%; large commercial and industrial 54%; and other 4%.

Large commercial and industrial customers include such heavy industries as steel I

production, single-point-metered apartment buildings, and department stores.

The Applicant is the largest electric power system, in terms of both peak demand and kilowatt-hour sales, in the Commonwealth of Pennsylvania.

The Applicant serves Philadelphia, the largest '

city in the state, and the fourth largest. city in-the country.

The maximum system demand of 6095 MW occurred on July 21, 1980.

At the time of the peak, 5577 MW of the Applicant's 7698 MW of installed generating capacity were available to meet this demand.

The deficit was supplied by the Pennsylvania-New Jersey-Maryland Interconnection (PJM).

In 1927, the Applicant became one of. the three original members of the Pennsylvania-New Jersey-Maryland (PJM) Interconnection.

The present PJM pool members are:

Public Service Electric and Gas Company, Philadelphia Electric Company, Atlantic Electric Company, De1~arva Power & Light Company, Pennsylvania Power &

m Light Company Group (Pennsylvania Power & Light Company, UGI Corporation), Baltimore Gas and Electric Company, General Public

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Utilities Corporation (Jersey Central Power & Light Company, 1.1-1 Rev. 14, 07/83 l

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LGS EROL Metropolitan Edison Company, Pennsylvania Electric Company), and the Potomac Electric Power Company.

This power pool serves a population of~about 21 million people in a 50,000-square-mile area including three-quarters of Pennsylvania, 1

almost all of New Jersey, more than half of Maryland, all of Delaware and the District of Columbia, and a small part of Virginia.

The maximum PJM system demand of 34,420 megawatts occurred July 21, 1980.

At the time of the peak 35,419 megawatts of the power pools 45,030 megawatts of installed generating capacity were available to meet this demand.

The pool operates under a written agreement that provides for operating the bulk j

power supply (generation and transmission) of each company as an integral part of the total PJM system.

The pool operates as a single control area with minute-to-minute economic dispatch of generation, and free flow of power between the companies.

The Applicant is also a party to the Mid-Atlantic Area Council (MAAC) which provides for the coordinated planning of generation and transmission facilities by the companies included in the PJM Interconnection.

Since the service territories of the signatories to the MAAC agreement are the same as those included in the PJM Interconnection, all referencas to the PJM Interconnection will also apply to the MAAC reliability council.

1.1.1.1 Load Analysis

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The Applicant's past and projected system annual energy output, peak demand, installed generating capacity, and installed reserve l

capacity from 1970 to 1992 are shown in Table 1.1-2.

The energy output and peak demand projections are based upon the Applicant's customers continuing to conserve energy.

Information on the Applicant's activities to promote the conservation of energy is detailed in Ref.

1.1-4, which is submitted annually to the j

Pennsylvania Public Utility Commission in compliance with Legistative Act 216.

The projected PJM Interconnection system's annual energy output, peak demand, installed generating capacity, and installed reserve capacity from 1970 to 1992 are shown in Table 1.1-3.

The projected load duration curves for the Applicant's system for the year 1982 and the years 1985 through 1990 are shown in i

Figures 1.1-1 through 1.1-7.

1.1.1.2 Demand Proiections The Applicant's baseline annual peak demand projections are listed in Table 1.1-2.

The high and low range annual peak demand projections are shown in Table 1.1-4.

The Applicant has an ongoing program for reviewing the methodology for forecasting the annual peak demand.

The current metnod was adopted in 1975 after Rev. 14, 07/83 1.1-2

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extensive. testing showed that it was superior to the method then in use.

The current method for forecasting peak demand is outlined in Appendix C.

The uncertainty of the effects of energy policies and laws being formulated at the national level, and the uncertainty of the effects of the amount of economic activity in the Applicant's service area, have prompted the Applicant to develop a range of peak demand forecasts.

As with any forecast, the accuracy of the basic assumptions directly affects the accuracy of the forecast.

If there is an upsurge of economic activity in the Applicant's service territory, then the annual peak demands will approach the high range demand projections.

From past experience, unforeseen and unforeseeable events can substantially alter actual levels from those that are forecasted.

Energy projections that correspond to these peak demand projections are found in Table 1.1-4.

The methodology and the assumptions underlying these demand and energy forecasts are described in Appendix 1.1B.

Monthly data for actual peak demand and total kWh sales from October 1972 through December 1982 are shown in Table 1.1-5.

1.1.1.3 Power Exchances Large long-term capacity purchases have been investigated and are

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not feasible to meet the Applicant's requirements.

Therefore,

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the Applicant must carry out its responsibility and provide generating capacity to meet future system demands.

The Applicant's only past capacity purchase occurred when the Applicant temporarily purchased 200 MW of generating capacity from Delmarva Power & Light Company from August 1973 to April 1975.

The Applicant owns a 42.59% undivided interest in the 1115-MW '

Unit 2 at Salem Nuclear Generating Station, which was placed in service in October 1981.

An agreement between the Applicant and Jersey Central Power & Light Company provides for the sale by the Applicant of energy and capacity to Jersey Central Power & Light i

Company during an initial period beginning with the date of the first electric output from Salem Unit 2 to January 1, 1985, and, upon mutual agreement of the parties, during additional successive periods of 1 year each.

Under the agreement, Jersey Central Power & Light Company will purchase energy and operating capacity from the Applicant in an amount equal to the Applicant's share of the output of Salem Unit 2.

Jersey Central Power & Light Company will also purchase l

installed capacity whenever it needs additional capacity to meet its requirements, provided the amount of such purchase does not 4

exceed either the Applicant's share of Salem Unit 2 capacity, or

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the Applicant's capacity in excess of its own requirements.

Such 1.1-3 Rev. 14, 07/83 i

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PJM Agreement.

This agreement will have no effect on the Applicant's reserve calculations as presented in this report.

There are no other planned capacity exchanges.

1.1.2 SYSTEM CAPACITY The object of'the Applicant's planning process is to plan an electric system that will reliably supply electricity at a minimum cost to customers.

A list of all installed generating units, with their respective fuel types and capacity as of January 1, 1983, is shown in Table i

1.1-6.

Capacity additions and retirements for 1983 through 1992 are listed in Table 1.1-7.

Generation planning begins with the forecast of annual sales and peak demands.

At least once a year, the annual sales and peak demands are estimated for a minimum of 10 years.

In addition, the generation reserves necessary to reliably supply these forecast annual peak demands are calculated.

The total generation required, peak demand plus reserve, is compared to the installed generation minus scheduled retirements plus committed new generating capacity.

When this total forecast generation requirement exceeds the forecast supply, additional generating capacity is planned.

Historically, the Applicant has planned generating capacity additions using the baseline annual demand forecast to determine need.

In the late 1960s, demand' forecasts fell short of actual peaks, resulting in a decrease in reserve levels.

In the early 1970s, when the available reserve generating capacity was lower' than anticipated, the option to install short lead time oil-fired generating units was available.

Because of current Federal government policies, short lead time oil-fired generating units can no longer be used to bridge the gap if installed generating capacity shortages occur.

If the annual peak demand grows at a more rapid rate than expected, the installation of large generating units cannot be expedited.

rf installed generating capacity should be inadequate to supply annual peak demand, nothing can be done but reduce, or eliminate, service to selected customers.

(See Section 1.3.1, Effect of Delay on Reliability.)

The program of planned generation additions and retirements is reviewed annually.

It is modified on a timely basis as changes in peak demand forecasts, and slippages in the service dates of committed generating units warrant.

The type of generating unit Rev. 14, 07/83 1.1-4

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Actual 1982_

1983 Residential 6,639 6,683 i

House Heating 1,238 1,357 Small Comm..and Ind..

3,142 3,244 Large Comm. and Ind.

14,178 14,587 1

Street Lighting 194 186 Railroads & Railways 651 639 Sales for Resale 107 112 Interdepartment 61 58 Total 26,210 26,866 2

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TABLE 1. 'J-1 t'ED ELECTRIC SALES BY CUSTOMER CLASS

?HILADELPHIA ELECTRIC COMPANY

- - - - - - - - - - - - = - - - - - - - - --

_MILLIQN kWh L4._

1235_

- 1986 19j7_

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- 1989_

__1990_

1991 1992 iS3 6,599 6,538 6,477 6,414 6,327 6,238 6,146 6, 0 57 l70 1,600 1,733 1,870 2,008 2,142 2,275 2,409 2,542 l

113 3,356 3,405 3,447 3,491 3,537 3,584 3,631 3,677

'95 14,999 15,213 15,418 15,575 15,722 15,874 16,023 16,181 187 189 191 193 194 195 196 197 198 i39 639 639 639 639 639 639 639 639 13 114 115

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116 117 118 119 120 121 J.R

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__ _61 62 62 63 63 l28 27,555 27,894 28,220 28,499 28,742 28,987 29,228 29,478

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ANNUAL SALES,

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APPLICANT PREDICTED ANNUAL ANNUAL PEAK SALES SALES DEMANDC13 YEAR (106 kWh)

(106 kWh)

(IW) 4,712 1970 22,813 1971 23,458 4,922 5,313 1972 24,506 5,760 1973 26,301 5,431 1974 25,556 5,530 1975 25,335 5,346 1976 26,273

. 1977 27,197 5,888 5,667 1978 27,394 5,641 1979 27,601 6,095 1980 27,621 5,731 1981 27,050 5,691 1982 26,272 26,866 1983 27,229 1984 27,555 1985 27,894 1986 28,226 19 87 1988 28,499 28,742 1989 28,987 1990 29,228 1991 29,475 1992 l

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Peak demand is not adjusted for temperatt j

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This is the baseline annual peak demand 1 i

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i LGS EROL TABLE 1.1-2 iSTEM PEAK DEMAND, GENERATION, AND RESERVES ELADELPHIA ELECTRIC COMPANY APPLICANT PREDICTED TOTAL SYSTEM CAPACITY RESERVE CAPACITY DEMANDC23 AT TIM 3_Q[_PE6E_L M _

iMW)

(MW)

AVAILABLE INSTALLED AVAILABLE INSTALLED 4,475 5,357

-237 645 4,780 5,928

-142 1,006 1

4,851 6,136

-462 823 5,660 5,377

- 100 617 6,110 6,967 679 1,536 1

5,826 7,214 296 1,684 6,711 7,167 1,365 1,821 6,121.

8,202 233 2,314 6.643 7,727 976 2,060 6,388 7,727 746 2,086 5,577 7,698

-518 1,603 1

7,246 7,574 1,515 1,843 7,122 8,006 1,431 2,315 2,357 7,957 5,600 2,307 7,957 5,650 8,370 2,670 t

5,700 8,370 2,620 5,750 8,370 2,570 5,800 2,162 8,012

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5,850 2,895 8,795 5,900 2,845 i

8,795 5,950 2,815 8,795 5,980 2,785 8,795 1

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l ANNUAL PENNSi !

PJM ANNUAL PREDICTED PEAK OUTPUT OUTPUT DEMA YEAR (106 kWh)

(106 kWh)

(MW 1970 130,504 23, 1971 136,208 25, 1972 145,158 27, 1973 148,950 30, 1974 155,362 29, 1975 151,274 28, 1976 159,679 29, 1977 163,363 32, 1978 169,766 31, 1979 172,540 31, 1980 176,920 34, 1981 175,760 33, 1982 172,818 33, 1983 173,819 1984 179,253 1985 183,655 1986 187,690 1987 191,421 1988 195,723 1989 197,951 1990 204,002 1991 207,785 1992 211,488

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I LGS EROL TABLE 1.1-3 PUT, PEAK DEMAND, GENERATION, AND RESERVES

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PJM PREDICTED TOTAL SYSTEM CAPACITY RESERVE CAPACITY DEMAND

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(MW)

(MW)

AVAILABLE INSTALLED AVAILABLE INSTALLED 24,316 28,235 478 4,397 27,001 31,116 1,472 5,587 28,793 33,864 941 6,012 30,981 35,879

-12 4,886 31,160 37,215 2,095 8,150 l

34,770 40,425 5,801 11,276 34,969 41,636 5,705 12,372 34,410 44,362 5,146 12,182

-38,038 44,026 6,352 12,340 36,524

- 44,891 4,870 13,237 35,419 45,030 999 10,660 t

e-34,651 44,855 1,123 11,327 36,511 45,796 2,770 12,055 1

14,057 4

48,137 34,080 14,183 48,913 34,730 14,973 50,313 35,340 14,616 50,506 35,890 15,074 51,514 36,440 14,667 51,777 37,110 14,760 52,560 37,800 13,935 52,385 38,450 12,290 51,340 39,050 52,203 12,573 l

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LGS EROL 1.2 OTHER OBJECTIVES The primary objective of installing Limerick Generating Station is to supply economical and reliable electric power to the customers of the Applicant.

Another objective is to reduce the amount of oil used to produce electricity.

The following table demonstrates the Applicant's reliance on oil-fired generation in 1990 to supply the forecast baseline demand, and the high and low range demands.

1990 INSTALLED CAPACITY BY FUEL AS A PERCENTAGE OF FORECAST PEAK DEMAND Percentace of Forecast Peak Demand High Range Baseline Low Range Fuel (6550 MW)

(5950 MW)

(5400 MW)_

Coal 22 25 27 Hydro 21 23 26 Nuclear (withod) Limerick) 28 31 34 Total A*

71 79 87 i.

Limerick Units 1 and 2 32 35 39 l

Total'B*

103 114 126 Oil 31 32 37 Total C*

134 146 163

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Total A excludes Limerick Units 1 and 2 l

oil-fired generation.

1 Total B excludes oil-fired generation.

Total C includes all units.

From the above table, the oil-fired installed generating capacity is approximately one-third of the estimated peak demand regardless of the forecast peak demand used.

In all cases, total B is greater than 100%.

This means that all oil-fired generation will be used-for peaking and reserve capacity.

Because of the continuing uncertainty in supply, and consistent with current Federal government policy the Applicant desires to decrease its dependence on oil.

The installation of the Limerick nuclear j

units will accomplish this objective regardless of the peak demand.

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1.3 CONSEQUENCES OF DELAY The consequences of delay to the Applicant and the customers i

served by the Applicant are threefold:

decreased reliability, economic loss, and increased adverse environmental impact.

Since the Applicant is required by Section 401 of the Public Utility Law of the Commonwealth of Pennsylvania (66 PS 1171) to furnish and maintain adequate, safe, efficient, and reasonable service to its customers, the Applicant cannot consider not serving the anticipated demand as an alternative.

The law further states that service shall be reasonably continuous and without unreasonable interruption or delay.

The following discussion is based upon meeting the system demand and assessing the consequences of the absence of the Limerick generation.

1.3.1 EFFECT OF DELAY ON RELIABILITY The effect of delaying the Limerick units on reliability is demonstrated by the following table.

In calculating the reserves, the high peak demand from Table 1.1-4 was used; this represents the worst case.

The Applicant's and PJM's planning year is from June 1 to May 31 of the following year.

Limerick Unit 1 is scheduled for service in April 1985, and will therefore be available for the 1985

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summer peak.

Limerick Unit 2 is scheduled for service in October 1988 and therfore will not be available for the summer peak until 1989.

EFFECT OF DELAY OF SERVICE DATES ON INSTALLED RESERVES SUMMER RESERVES (%)

Service Dates 1985 1986 1987 1988 1989 1990 1991 1985-88 42.6 39.7 36.8 28.0 37 4 35.3 31.5 1986-89 24.6 39.7 36.8 28.0 20.9 35.3 31.5 1987-90 24.6 22.1 36.8 28.0 20.9 19.1 31.5 1988-91 24.6 22.1 19.5 28.0 20.9 19.1 15.7 However, if the Limerick units are delayed, the planned retirement of the obsolete oil-fired generation would also, in all probability, be delayed to maintain system reliability.

If the national oil supply is interrupted the effect of delaying l

the Limerick units on reliability would be profound.

When the Limerick units are placed in service they will be capable of producing 50 million kilowatt-hours of electricity daily.

To produce this much electricity with the oil fired units would require 100,000 barrels of oil daily.

Therefore, without r

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Limerick, if a severe oil shortage would occur the 50 million 1.3-1 Rev. 14, 07/83

LGS EROL kilowatt-hours would be unavailable.

This 50 million I

kilowatt-hours is capable of supplying the daily needs of 3 million average residential customers under normal circumstances and even more customers under adverse conditions.

The increased used of obsolete oil fired generation with normal oil supply will also adversely effect reliability.

Increased forced outage rates of the oil units will increase required reserve margins.

For further discussion see Section 1.1.3.

1.3.2 ENVIRONMENTAL CONSEQUENCES OF DELAY If Limerick generation is not installed, increased operation of fossil-fueled generation will be required.

The increased oil consumption will increase competition for house-heating and industrial use for available oil.

The increased operation of fossil generation will increase air pollutants.

The estimated increases' cased upon the unavailability of Limerick generation, and with no replacement for this generation from 1985 through 1990 are indicated below:

INCREASED FOSSIL FUEL CONSUMPTIOD AND AIR POLLUTANTS WITHOUT LIMERICK GENERATION 1985 1986 1987 1988 1989 1990

Oil, millions of barrels 2.9 3.7 3.9 7.2 6.1 7.4 8
Coal, millions of tons 1.2 1.6 2.0 2.3 3.8 3.4
SOa, thousands of tons 67.3 89.2 109.1 134.3 202.9 188.0
NOx, thousands of tons 14.5 19.1 22.9 29.8 41.9 39.9 Particulates, thousands of tons 2.3 3.1 3.7 4.9 6.6 6.4 i

1.3.3 ECONOMIC CONSEQUENCES OF DELAY I

The delay of Limerick generation for one or two years will require the operation of higher cost generation to serve energy I

requirements.

In addition, a delay in the service dates will increase the ultimate plant cost due to escalation of total capital and AFUDC.

The effects are summarized below:

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ECONOMIC CONSEQUENCES OF DELAY OF LIMERICK GENERATION SERVICE DATES ($ MILLIONS)

One-Year Delay Two-Year Delay (1986 - 1989)

(1987 - 1990)

Energy penalty 400 830 l

Capital penalty 650 1375

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1.4 REFERENCES

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Ref. No.

1.1-1

" Reliability Principles and Standards for Planning Bulk Electric Supply System of MAAC Group."

1.1-2 The 1970 National Power Survey, Federal Power Commission, Washington, D.C.,

Part II, Chapter 5.

1.1-3 Billington, R.,

Power System Reliability Evaluation, Gordon and Breach, Sciences Publishers, Inc.,

New York, NY (1970) Chapter III.

1.1-4 Philadelphia Electric Company, Energy Management and Conservation Report for 1982, submitted to the Pennsylvania Public Utility Commission, April 30, 1983.

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APPENDIX 1.1A s

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APPENDIX 1.1B ENERGY FORECASTING METHODOLOGY The Applicant utilizes most of the known forecasting methods to some degree in estimating future system annual energy requirements.

These methods include trend analysis, correlation analysis with regressions, economic projections, technological forecasting of changes in energy-using equipment, and data derived from a regional econometric model.

Models of sensitive parts of the forecast, such as air conditioning loads and population analysis, have been programmed for a computer.

An econometric model has been developed by Wharton Econometric Forecasting Associates (WEFA).

The forecast is produced by estimating energy sales for individual years for each rate class -- Residential, House Heating, Small Commercial and Industrial, Large Commercial and Industrial, Other Public Authorities, Railroads, Street Lighting, Resale, and Interdepartmental.

In order to satisfy the need for special data toscompute revenue, peaks, etc, energy sales for key months are forecast for each year along with numbers of customers and selected data on special uses such as air conditioning.

The forecast is prepared as a baseline forecast based upon assumptions considered most likely to occur.

High and low ranges based upon variations of these assumptions are also forecast.

If the forecast is seen to be deviating toward the high or low range, alternative futures can also be modeled and planned as changing conditions warrant.

The forecast is estimated by classes and then aggregated.

Each class, in turn, consists of several parts.

Because of the substantial amount of data collected from field forces, trade associations, and government agencies, estimating each component with its own correlations and data -- based upon uniform assumptions concerning the region and economy -- produces a more precise forecast than a general forecast driven by a national econometric model.

This is especially true of local large manufacturing customers whose use and plans often bear little resemblance to the national performance of their industries.

Residential -

The residential energy sales forecast is based primarily upon the number of customers and the average use per customer.

There is a long history of the correlation between the number of customers and the area population derived from census material.

Correlations are made between dwelling units and various

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demographic factors, such as women over 19 years of age, total 1

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population, and toto] women.

Sociological material is reviewed

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to determine the effects of expected changes in life-style and marriage rates on population per household, and the mix of apartments and various types of houses.

A computer program is used to test the effects of different migration, fertility, and mortality rates on the population.

Before analyzing average use, new construction must be estimated as this<is a significant factor in such uses as electric space and water heating.

Construction data have been collected for more than 12 years from j

our field representatives.

Trends are established based upon 1

various demographic factors and existing housing.

Information on new construction covering the next few years is obtained from local builders, builders' associations, and national statistical services in the construction field.

4 New construction is forecast by single homes, townhouses, individually-metered and common-metered apartments.

Single-point-metered apartments billed in the Large Commercial and Industrial class are estimated along with the general residential class.

Demolitions and abandonments are estimated based upon past i

experience and data compiled by Philadelphia County.

Space heating for new construction is estimated based upon past l

saturation results and builders' plans, with consideration given to fuel prices and the future availability of gas.

Electric space heating is separated into resistance heating and heat pumps, taking into account the expected improvements in heat pump efficiency.

Records on air conditioning have been kept since 1945.

These data are collected from distributors and manufacturers through the Electrical Association of Philadelphia.

These data cover unit sales and the sizes of units sold.

Since 1972, annual residential surveys have been used to update and check the air conditioning data base.

The forecast of air conditioning energy sales is based upon saturation of the market

-- defined as-full dwelling-unit air conditioning in the equivalent of 63% of the space.

The air conditioning forecast is adjusted for new units, considering the cooling capacity and wattage, a replacement rate, l

and expected strong acceptance of high-efficiency air I

conditioning program.

Rev. 14, 07/83 1.1B-2

LGS EROL Other appliances are forecast separately.

The annual survey

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provides saturation data and the acquisition rate.

Monthly sales statistics are also received from.the Electrical Association, but these must be adjusted for anticipated replacements.

~

Annual use of appliances is obtained from test data and industry average data (EEI and other utilities).

The consumption for'each appliance and application is summed to obtain the class totals for Residential House Heating, and the single-point-metered apartment component of Large Commercial and Industrial sales.

Small Commercial and Industrial Sales These sales are obtained in much the same manner as large commercial sales.

Laroe Commercial and Industrial Sales This class is broken down into the largest 8 manufacturing customers, all other manufacturing, single-point-metered apartments, and other nonmanufacturing (commercial, education, government, uti,lities) users.

The largest 8 manufacturers' sales forecasts -- which make up

(

over 40% of manufacturing sales -- are based upon frequent interviews with these customers concerning their plans.

These manufacturers' estimates are often modified, based on analysis of conditions in the industry, since in the past the customer's projections have been generally optimistic.

Forecasts of other manufacturing sales are based upon a historical correlation with GNP, GRP, the Industrial Production Index (IPI), and kWh per manhour for two-digit SICS.

Unusually large increases or decreases in energy sales are usually known ahead of time.

Whether or not to treat these changes individually, or to include them in the general growth rate, is a matter of judgment.

Space heating, air conditioning, and environmental energy sales are forecast individually.

Field reports on each change in usage provide data on square footage (new or additional) and changes in usage of lighting, space conditioning, process heating, and i

power.

This establishes a large data base.

These reports are factored into the energy sales estimates.

The commercial energy sales growth is based upon GNP, GRP, real disposable income, commercial employment and commercial square footage.

i 1.1B-3 Rev. 14, 07/83 I

l

= _. _ _.

LGS EROL Other Classes

)

The forecasts for other classes are based upon close discussions with the limited numbers of customers involved, time-series analysis, and technological changes expected (as in street lighting sources).

Price Elasticity Projections of energy prices are prepared by the Applicant.

These prices are applied to various types of heating systems as a basis for estimating saturation percentages for each fuel.

Because the cost of electricity in the Applicant's territory is not expected to rise faster than the Consumer Price Index, no specific coefficient of elasticity is applied.

Past studies here and elsewhere were inconclusive as to values for the price elasticity of electricity.

However, the forecast does assume that energy conservation will continue for several reasons.

Two of the reasons are increasing energy prices and consumer efforts to use energy more efficiently.

When forecasting energy sales for each component, whatever is applicable in optimizing energy use, such as full insulation, ASHRAE-90 standards, Pennsylvania House Bill 222,shigh-efficiency (high EER) air conditioning, accelerating acceptance of heat pumps with continually improving COPS, solid-state appliances, microwave cooking, high-efficiency light resources, and others are assumed.

A strong restrictive I

effect is thus derived because of the high value of electricity',

without relying on a fixed coefficient of elasticity with its necessary estimate of future prices.

Forecasts of technological changes and data on future improvements are obtained from following a large number of publications including Futurist, Technoloov Review, Spectrum, Electrical World, Electrical Week, Business Week, Enercy Review, Eneroy User News and the U.S.

Information Service energy materials, etc.

These are used in judging future efficiencies, and new uses such as solar energy.-

Weather and Business Cycles The energy sales forecasts are based upon normal weather and normal economic conditions.

Whether the economy is in a recession or at a peak will cause sales to swing considerably from the base forecast trend line.

Other Forecasts Meetings with other forecasters from PJM utilities are held several times a year.

Forecast data and techniques are exchanged.

Members of the group also participate in the Electric Utility Market Research Council, Wharton Regional Model meetings, and special conferences, meetings, and seminars on energy forecasting as available.

A file is maintained on the forecasts of national forecasters (such as McGraw-Hill, EPRI, FEA, FPC, A.

Rev. 14, 07/83 1.1B-4

i i

LGS EROL 9.

BUSINESS CYCLES - The three forecasts assume the currently

) (-

expected economy in 1983, and are based upon a normal peacetime economy through 1992.

, Based on historical analysis of sales, whether the economy is in a recession or at the peak of a boom can cause a -4% to

+4% deviation from the probable trend which is based upon a smooth growth rate.

In addition, recognized economists offer different projections of national economic growth, some of which are given in Table 1.1B-1.

If the high and low projections shown are imposed on the business-cycle effect described in the above paragraph, deviations from these two causes could cause l

an increase in sales of 15% or a decrease of 8% in the later years of this forecast.

Most of the listed assumptions would still be applicable.

i i

10. WEATHER - Average weather conditions are projected, affecting heating and cooling loads.

Normal weather for each calendar day of the year is determined by averaging actual weather data over a historic period.

For the heating season, this average is computed over a 50-year period from 1930 to 1979.

For the summer cooling season, the historic data covers a 34-year period from 1946 to 1980.

Monthly and seasonal normal weather are the sum of normal weather for individual i(

1 days.

A new normal is calculated every 5 years.

l To correct actual sales for normal weather conditions in any given year, the difference between actual weather and normal weather for the heating and cooling season is computed.

These differences are then multiplied by either a summer or winter weather electric usage factor.

These factors are developed using linear and multiple regression techniques, and are a measure of the relationship between the changes in electrical usage and changes in weather.

The resulting product, when subtracted from, or added to, actual sales, gives kWh usage on a normal weather basis.

ECONOMIC AND DEMOGRAPHIC ASSUMPTIONS Base Case 1.

The annual Gross National Product growth rate for 1980-90 will be 2.5%.

2.

The annual Gross Regional Product growth rate for 1980-90 will be less than 1%.

3.

The probable case is based upon the Census Bureau's Series III fertility rates and current survival rate

(-

tables.

Estimates from 1970-80 include the 323,800 net 1.1B-7 Rev. 13, 05/83 i

LGS EROL 1

out migration estimate made by the Bureau of Census for y

the Pennsylvania portion of the Philadelphia SMSA.

All estimates and projections for the Conowingo Power Company's service area assume a neutral net migration j

over the entire period from 1980-2000.

4.

Fertility rate is based upon the U.S. Bureau of Census Series-III rate of below replacement level fertility on a national level.

5.

The number of people per household is expected to decrease to 2.3 in 1995.

6.

The number of households per female over 19 is expected to increase slightly from 0.97 in 1980 to 1.00 in 1991, i

due to the increasing number of single females per household.

7.

"Other" manufacturing sales growth will lag behind the growth in the Industrial Production Index by approximately 2.6%.

The, Industrial Production Index is projected to grow at about 3.6%/ year from 1982 to 1992.

"Other" manufacturihg sales equal total manufacturing sales minus the 8 largest industrial customers' sales.

)

l 8.

The decreased birthrates of the sixties will cause a l

fall in growth of the potential labor force during the forecast period which will result in reduced demand and supply for some products.

i 9.

FOSSIL FUEL CONVERSION - Some electrification of manufacturing processes -- existing or potential -- is expected to occur if the price of industrial electricity rises in line with the increase in the price of goods -

generally -- as is assumed here -- then the cost of fossil fuels will rise at a faster rate that should further stimulate conversion.

I Opportunities for increased power use include metal holding furnaces, electric boilers, induction heaters, high-temperature furnaces, high-temperature heat pumps, and microwave drying.

10.

COGENERATION - There are 16 customers on the system l

using private generation.

Of these, 15 are connected to l

the Applicant's system, while 1 major refiner operates j

independently.

i Estimated demand of private generation is 170 MW with approximate annual consumption of 1 billion kWh.

The forecast, being based upon factors and growth rates that Rev. 14, 07/83 1.1B-8

LGS EROL apply equally to all kWh -- purchased or self-generated

{s

-- allows for an increase in private generation of about 300 million kWh by 1989, consistent with past forecast assumptions.

Future plans for generation by these customers, and nongenerating customers, are continuously monitored.

There are no identified large customers committed to adding independent generation, although several have

/

been studying the cost-benefits.

Because of the uncertainties existing in the areas of regulation, financing, costs, and government incentives no change in the existing ratio of self-generated to purchased power has been factored into this, or previous, forecasts.

Future forecasts will be adjusted by specific changes, if any.

11.

CONSERVATION (existing commercial buildings)

Reductions in the use of electricity that can be made without capital improvements have been largely accomplished.

Customer billing records indicate that these customers have reduced electric usage by 17% since 1973.. Because most space is rented and not owner-occupied, there is little incentive for building owners to make investments in energy-saving equipment.

(

12.

CONSERVATION (new commercial buildings) - ASHRAE 90-80 has been adopted by the state for use in commercial buildings under Pennsylvania House Bill 222.

13.

ELECTRIC SPACE HEATING (Commercial) - 75% of new large commercial space and 40% of new small commercial customers are ' currently installing electric heat.

Among new small commercial electric heat customers, 40% are I

now installing heat pumps.

This percentage is expected to rise to 60% by 1D92.

14.

AIR CONDITIONING - 95% of the current new commercial space is being air conditioned, and this percentage is expected to continue.

The connected air conditioning watts per square foot is expected to remain level at 3.4 watts per square foot during the forecast period.

15.

SOLAR ENEGRY - During the forecast period, solar energy will be used by a small but increasing number of small commercial and industrial customers for water and space heating.

As of 1982, there were 25 small commercial and industrial customers with solar heating systems either installed or being installed.

By 1989, this number is projected to increase to approximately 250 customers.

(

1.1B-9 Rev. 14, 07/83

LGS EROL The impact of solar energy on the class is, therefore, expected to be negligible.

16.

ELECTRIC VEHICLES - Commercial electric vehicles are expected to contribute little to electric consumption during the 1982-92 forecast period.

Significant acceptance of commercial electric vehicles is not expected to occur until after 1992, if then.

17.

COMPUTER LOADS - Studies by the NECA and FEA revealed that the single most influential factor on the amount of energy used in an office building is computer load.

As the use of computers increases, the additional energy used will offset some of the reduction caused by conservation efforts.

Low Rance Case 1.

Gross National Product 1980/90 is expected to grow by 1.6%/ year.

2.

Gross Regional Product 1980/90 will show little growth.

3.

Net out migration will continue at the 1970-1980 rate.

4.

"Other" manufacturing sales will lag behind the GNP and I

the Industrial Production Index (IPI), which is approximately 3.6%, by 3.6%.

High Range Case 1.

Gross National Product 1980/90 is expected to grow by 4.0% a year.

2.

Gross Regional Product 1980/90 is expected to grow by l

2.0% a year.

3.

Net migration will slow down after the 1970-80 period.

4.

"Other" manufacturing sales will lag the Industrial Product Index by about 2.6%.

The IPI is approximately 4.6%.

I i

l Rev. 14, 07/83 1.1B-10

\\

LGS EROL

(

TABLE 1.1C-2 STANDARD DEMAND FACTOR Corrected i

Demand Divided by Demand at Net Actual Corrected Demand at 102.7 DWF Peak Demand Peak Demand 102.7 DWF 1968 4316 4375 (4445) 1.030 1969 4661 4592 (4746) 1.018 1970 4750 4712 (4954) 1.043 1971 4878 4922 (5034) 1.032 1972 5162 5313 5313 1.029 1973 5448 5760 5760 1.057 1974 5434 5431 (5492) 1.011 1975 5344 5530 (5545) 1.038 1976 5462 5346 5346

.979 1977 5397 5888 5888 1.091 1978 5445 5667 5667 1.041 1979 5562 5641 5641 1.014 1980 5598-

'6095 6145 1.098 1981 5522 5731 5731 1.038

(

1982 5407 5691 5691 1.053 Average Standard Demand Factor 1.038(1)

(1) 15 year average

(

Rev. 14, 07/83

LGS EROL TABLE 1.1C-3 ACTUAL AVERAGE OF APRIL AND OCTOBER OUTPUTS

-- PHILADELPHIA ELECTRIC COMPANY SYSTEM Demand Base Base Divided by Output Demand Output GW Hrs MW 1968 1734 2998 1.729 1969 1840 3142 1.708 1970 1906 3255 1.707 1971 1939 3326 1.716 1972 2060 3493 1.696 1973 2169 3668 1.691 1974 2138 3612 1.689 1975 2127 3632 1.708 1976 2210 3723 1.685 1977 2196 3763 1.713 1978 2246 3813 1.698 1979 2312 3830 1.657 1980 2246 3732 1.662 1981 2210 3697 1.673 1982 2190 3644 1.664 (r*

Rev. 14, 07/83

LGS EROL TABLE 3.5-1 (Page 1 of 4)

(

ASSUMPTIONS AND PARAMETERS USED FOR EVALUATION OF RADIOACTIVE RELEASES PARAMETER VALUE I.

General 1.

Maximum core thermal power 3458 MWt 2.

The methods and parameters of NUREG 0016 Rev. O are used to calculate the source terms in the primary coolant:

a.

Plant capacity factor 0.8 b.

Isotopic release rates of noble gases to the reactor coolant at 30-minute dscay (nCi/sec) 60,000 c.

Concentration of fission, corrosion, and activation products in the reactor coolant Table 3.5-2 3.

The quantity of tritium released in Liquid - 11 liquid and gaseous effluents Gaseous - 144

(

(Ci/yr, 2 units)

II. Nuclear Steam Supply System i

1.

Total steam flow rate for valve 1.48x10+7 lb/hr wide open condition 2.

Mass of reactor coolant and 5.5x10+5 lb steam in the reactor vessel 2.1x10+4 lb at full power III.

Reactor Water Cleanup System 1.

Average flow rate for 2, vessels 1.33x10+5 lb/hr l

2.

De.mineralizer type Powdex 3.

Number of demineralizers 2

l 4.

Backwash frequency 3.4 days (6.8-day run for each demineralizer) 5.

Backwash volume IV. Condensate Demineralizers Rev. 14, 07/83 l

LGS EROL

(

TABLE 3.5-1 (Cont'd)

(Page 2 of 4)

PARAMETER VALUE 1.

Average flow rate for 7 vessels '

1.5x10+7 lb/hr (valve wide open condition) 2.

Demineralizer type Powdex 3.

Number of demineralizers and 7 plus 1 standby size 1300 fta 4.

Backwash frequency 1.43 days (10-day l

run for each demineralizer) 5.

Ultrasonic resin cleaning Not used 6.

Backwash volume 9000 gal / backwash V.

Liquid Waste Processing Systems 1.

For each liquid waste subsystem, provide in tabular form the following information:

s.

a.

Sources, flow rates (gpd), and expected activities (frLetion of Table 3.5-7

(.

primary coolant activity, PCA) all inputs to each system b.

Holdup times associated with collection, processing, and Table 3.5-8 discharge of all liquid streams c.

Capacities of all tanks (gal) and processing equipment Table 3.5-9 (gpd) considered in calculating holdup times l

d.

Decontamination factors for Table 3.5-10 each processing step e.

Stream fraction discharged Equipment drain subsystem 0.01 Floor drain subsystem 0.1 Chemical waste subsystem 0.1 Laundry drain subsystem 1.00 f.

For waste demineralizer Spent resins regeneration, time between from the radwaste regenerations, regenerant demineralizer

(

volumes and activities, are sluiced to Rev. 14, 07/83 l

LGS EROL

[

3.9 TRANSMISSION FACILITIES i

3.

9.1 DESCRIPTION

OF TRANSMISSION FACILITIES As. described in Section 3.2 of the Environmental Report-Construction Permit Stage and 3.7 of the Final Environmental Statement, five outlets for generation will be provided as shown schematically in Figures 3.9.-1 a.nd 3.9-8.

The existing Peach l

Bottom to Whitpain 500-kV line will be routed through the i

Limerick 500-kV substation where the line will be cut and reconnected to provide two generation outlets.

A 500-kV Limerick l

to Whitpain line will be constructed entirely on existing l

rights-of-way (ROW).

This line is referred to in Sections 3.9.1.1 and 3.9.2.1.

Two 230-kV Limerick to Cromby lines will be constructed along two existing railroad ROWS.

These lines are referred to in Sections 3.9.1.2 and 3.9.2.2.

In addition to these previously described transmission facilities, two new 230-kV lines are required.

A new 230-kV line from Cromby to North Wales will be constructed on existing ROW.

This line is discussed in greater detail in Sections 3.9.1.3 and 3.9.2.3.

A new 230-kV line from Cromby to Plymouth Meeting will be constructed using a combination of existing and railroad ROW.

This is discussed in greater detail in Sections 3.9.1.4 and 3.9.2 4.

k Figure 3.9-2 provides a detailed illustration of the transmission facilities associated with the Limerick Generating Station.

3.9.1.1 Limerick to Whitpain 500-kV Line The Limerick to Whitpain 500-kV line was discussed in Section 3.2 of the Environmental Report-Construction Permit Stage and Section 3.7 of the Final Environmental Statement.

In accordance with NRC Regulatory Guide 4.2 and 10 CFR 51, no further discussion is necessary.

3.9.1.2 Two Limerick to Cromby 230-kV Lines The two Limerick to Cromby lines were discussed in Section 3.2 of the Environmental Report-Construction Permit Stage and Section 3.7 of the Final Environmental Statement.

In accordance with NRC Regulatory Guide 4.2 and 10 CFR 51, no further discussion is necessary.

3.9.1.3 Cromby to North Wales 230-kV Line The proposed Cromby to North Wales 230-kV transmission line will be approximately 16 miles in length.

Philadelphia Electric Company owns, or has easement for, 100% of the proposed ROW for this line.

The ROW varies between 150 and 300 feet in width.

At

(

the present time, this ROW contains a 138-kV lattice tower 3.9-1 Rev.

12, 04/83

LGS EROL i

transmission line.

Most properties adjacent'to the ROW are farms and much of the ROW is farmed.

For this reason, tree trimming for the Cromby-North Wales line will be minimal.

Less than 5% of the ROW is wooded.

No changes in land usage are anticipated.

The new line will cross the Schuylkill River, Perkiomen Creek, and the northeast extension of the Pennsylvania Turnpike.

The route selection for this line was based upon using an existing ROW.

The existence of this ROW makes further consideration of alternative routes for this line impractical, as discussed in Section 10.9.

The new line will be supported on gray, single-circuit, triangular configuration, tubular steel structures (Figure 3.9-4) for a distance of approximately 15 miles from Cromby to West Point Pike in Upper Gwynedd Township.

The conductor configuration will change from triangular to vertical where sharp turns in the ROW are encountered.

i The last mile of the line requires installation of double-circuit vertical tubular structures (Figure 3.9-5).

These structures will carry the new line and the existing Whitpain-North Wales line, which must be relocated, to new bus takeoff positions at North' Wales Subs ~tation.

The' double-circuit vertical structures are needed because of the narrowness of the ROW in this area.

These structures will also be painted gray.

The Cromby-North Wales line will be a high-capacity, 230-kV line with two 1590-kcmil (1.545 inches in diameter) ACSR conductors per phase.

This line will have a summer normal rating cf 1200 mVA and an emergency rating of 1400 mVA.

The ruling span for this line will vary between 600 and 1200 feet depending upon terrain. All clearances will meet or exceed the minimum requirements of National Electric Safety Code' (NESC) Section 23.

The line will be designed to maintain a minimum vertical clearance to the ground of 25 feet at a maximum conductor temperature of 1400C, (2840F).

This temperature is the conductor temperature used to establish clearances for ACSR conductors.

The maximum electric field strengths anticipated for typical spans are indicated on the ROW cross sections (Figure 3.9-2).

The visual impact of the new line will be minimized by locating the new structures next to the existing line towers.

This procedure takes full advantage of existing foliage which now shields the line towers from view and ensures that no structures will be placed where the general public has become accustomed to seeing only the conductors.

3.9.1.4 Cromby to Plymouth Meetina 230-kV Line The proposed Cromby to Plymouth Meeting 230-kV transmission line will be approximately 13.5 miles long and will be constructed on 1

Rev. 14,-07/83 3.9-2

- - - - ~.

LGS EROL

(-

existence of the ROW makes further consideration of alternative existing Conrail and Philadelphia Electric Company ROW.

The routes for this line impractical, as discussed in Section 10.9.

The new line will exit Cromby Substation to the east, cross the Schuylkill River, and join the existing Cromby-Barbadoes ROW crossing over the Schuylkill River and Perkiomen Creek near Oaks, Pennsylvania.

Additional width for swingout clearances may be required in this section.

From Oaks to Plymouth Meeting Substation, the line will follow Conrail (formerly Penn Central Transportation Company) ROW.

The section of line between Cromby and Haws Avenue in Norristown, a distance of approximately 10.5 miles, will be constructed with gray tubular steel structures (Figure 3.9-4).

The conductors will vary from horizontal, to vertical, to triangular configurations.

The exact configuration will depend upon ROW width restrictions.

The ruling span will vary between 300 and 950 feet for these structures.

River crossing spans will be 1000 feet or more.

From Haws Avenue to Plymouth Meeting Substation, the proposed line will utilize either tubular steel structures or the wide flange (WF) type of steel structure (Figures 3.9-6 and 3.9-7).

k WF structures are normally used by the railroad to support catenaries and railroad transmission lines.

The existing WF structures between Haws Avenue and the Pennsylvania Turnpike will be reinforced to provide adequate structural strength to support the additional loading.

Tubular steel poles will be used from the Pennsylvania Turnpike to Plymouth Meeting.

The conductors on the WF portion of the proposed line will vary from horizontal, to vertical,'to triangular configurations.

The structures will be made of steel with either steel or aluminum crossarms.

These structures will be similar to other railroad structures existing in this area.

Between the turnpike and Plymouth Meeting Substation, the railroad ROW parallels an existing 315-foot-wide Philadelphia Electric Company ROW containing five transmission lines.

The cost to build this portion of the proposed line on Applicant's ROW would be prohibitive due to the need to relocate the existing lines.

The proposed line will use.two 1590-kcmil (1.545 inches in diameter) ACSR conductors per phase and will have a summer normal and emergency rating of 1200 mVA and 1400 mVA, respectively.

Design maximum loading conditions for this voltage level is 1-inch, radial ice and an 8-pound-per-square-foot wind at -17.800C

-(00F).

The minimum clearances at conductor operating temperature l

3.9-3 Rev. 14, 07/83

LGS EROL of (1400C) 2840F will be equal to or greater than the NESC

)

requirements.

3.9.2 ENVIRONMENTAL IMPACT l

The overall impact of transmission line installations associated with Limerick Generating Station.on the terrestrial ecology of l

l the area will be minimal due to the routing of the new lines along existing ROW and through areas that are not sensitive to additional disturbance.

Environmental imphets of new transmission lines are addressed in this section.

3.9.2.1 Limerick to Whitpain 500-kV Line l

The Limerick to Whitpain 500-kV line is discussed in Section 3.2 of the Environmental Report-Construction Permit Stage and Section 3.7 of the Final Environmental Statement.

In accordance with NRC Regulatory Guide 4.2 and 10 CFR 51, no further discussion is necessary.

3.9.2.2 Two Limerick to Cromby 230-kV Lines The two Limerick to Cromby 230-kV lines are discussed in Section 3.2 of the Environmental Report-Construction Permit Stage and Section 3.7 of the Final Environmental Statement.

In accordance with NRC Regulatory Guide 4.2 and 10 CFR 51, no 3

further discussion is necessary.

3.9.2.3 Cromby to North Wales 230-kV Lin,e This new line will leave Cromby toward the east and follow the existing Cromby to North Wales 138-kV transmission ROW.

This route has been cleared to the boundary lines of the ROW and no I

additional clearing will be necessary.

Current land use inside this ROW is mostly agricultural (corn, wheat, soybeans, and l

pasture) with the remainder in various successional stages similar to an old-field community.

The ground cover on ROW 1and l

that is not used for agricultural purposes is a mixture of l

composites (asters, goldenrods, and grasses) which in places is

~

covered with a well-developed vine layer composed primarily of l

. Japanese honeysuckle and blackberry.

Some areas also exhibit a sparse tree layer (red cedar, black locust, white ash, sassafras, and other early successional tree species).

This layer is not i

permitted to develop to maturity and must be cleared periodically.

The environmental impact of this transmission line would be primarily due to the small loss of agricultural land under the tower bases.

3.9-4

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LGS EROL CHAPTER 8

{

ECONOMIC AND SOCIAL EFFECTS OF STATION CONSTRUCTION AND OPERATION Construction and operation of the Limerick Station affects both the social and economic conditions of residents of Montgomery, Berks and Chester counties, Pennsylvania, and to a lesser degree the entire nation.

This chapter assesses both the beneficial and adverse effects of operation of the Limerick Station, and where possible, places a monetary value upon them.

All monetary values are expressed in 1990 dollar values unless otherwise noted.

8.1 BENEFITS 8.1.1 PRIMARY BENEFITS Limerick Station is a nominal 2110 MWe (net) two-unit station.

Unit 1 is scheduled for commercial operation in 1985 and Unit 2 in 1988.

The net average annual energy generation of the station, calculated at a 70% capacity factor, is 12.9 billion kWh.

~

The energy delivered by the station is divided into four categories--tesidential, small commercial and industrial, large ft commercial and industrial, and other.

System losses reduce the net annual energy delivered to customers to 12 billion kWh.

The 1990 demand for electrical energy is expected to be distributed to the Applicant's customers as shown on the following summary:

Million kWh Small Commercial and Industrial 1440 Large Commercial and Industrial 6480 Residential 3600 i

Other 480 Total 12000 l

The price of electricity is the basis used to determine the station output's value to society since it reflects the value that users place on electricity.

However, this market price provides only the minimum value of the output, since many customers are prepared to pay more for electricity than they are actually being charged.

The average price for electricity in 1990 is estimated to be approximately 12.9 cents per kWh for all

~

users described above.

l 1

The value of station output in its first full year of two-unit j

j operation is therefore $1.55 billion.

This aggregate value is l

based on the value of sales to all users:

residential, commercial, and industrial.

(

8.1-1 Rev. 13, 05/83 l

l

i LGS EROL s

It would be impractical to enumerate the specific uses of

)

1 electricity and evaluate how these contribute to a rising quality of life at home and at work.

One illustration which may be worth noting in this context is the use of household appliances.

The Applicant's projections show that between 1982 and 1992, the saturation ratio (number of appliances as percent of total residential customers) of clothes dryers will rise from 44% to 505.; dishwashers from 37% to 39%; and. freezers from 30% to 35%.

Clearly, many families that do not use these and other appliances can be expected to acquire them as they seek to improve their living standards.

An analysis of the sources of growth in electricity usage reveals that the rate of growth of residential usage is substantially faster in low income sections of the City of Philadelphia than the higher income sections of the City and in the suburban areas served by the Applicant.

l The importance of Limerick Station in providing an adequate and i

reliable power supply for the Applicant and for the Pennsylvania-New Jersey-Maryland (PJM) Interconnection is discussed in Chapter 1.

That discussion describes capacity reserve conditions based on current demand projections.

Chapter 1 indicates that benefits from the Limerick Station capacity are substantial.

For example, if Limerick Station were delayed one year, to 1986-89, the Applicant's' energy costs will increase $400 million.

If delayed two years, to 1987-90, energy costs would increase $830 million.

Operation of Limerick Station will provide substantial savings of oil.

The value of nuclear capacity has become increasingly evident in the recent past as a result of imported oil price increases, embargoes, natural gas shortages and coal strikes.

No sale of steam or other products or services from the station i

is currently anticipated.

8.1.2 OTHER SOCIAL AND ECONOMIC BENEFITS,

8.1.2.1 Tax R? venues When completed and operational, the station will provide added

'i tax revenues to state, federal and local governments.

While tax revenues are treated as benefits in this discussion, it is recognized that such revenues are essentially tr'ansfer payments.

For this analysis, taxes are apportioned on the basis of current rates and corporate financing plans and reflect the values of:

i (a) stock allocated to finance the station, (b) projected net income allocated to the station, (c) anticipated gross receipts allocated to the energy sales, made possible by station output, and (d) the value of that portion of the station applicable to realty taxes.

All monetary values are expressed in 1990 dollars and assume two unit operation.

It is of course recognized that these values are, at best, only estimates of what may actually I

Rev. 14, 07/83 8.1-2

LGS EROL 8.1.2.3 Incremental Increase in Recional Product l

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The incremental increase in regional product due to operation of Limerick Station is the value of the electric energy produced by the station less the personal income that would have been produced by the family units that previously resided in the area required for station construction and operation.

The value of this personal income is estimated to be less than $1 million annually.

This loss in regional product is considered to be negligible compared to the value of the electrical energy.

The incremental increase in regional product is therefore, equal to the value of the electrical energy produced.

1 8.1.2.4 Public Parks and/or Recreational Areas Recreation potential of the floodplain area adjacent to the I

station site is determined by its physical features, together with planned station uses on the site and existing industrial activity in the surrounding community.

l The river is relatively shallow at the site and the use of motorboats is dependent on the river level.

Canoes and other j

similar craft.,are more likely to be used under the existing l

conditions.

8.1.2.5 Improvement of Local Roads and Transportation

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Facilities I

Two existing township roads were rehabilitated by the Applicant in connection with plant construction.

A 2-1/2 mile section of Longview Road was relocated and repaved.

Evergreen Road, the main access to the plant, was upgraded for approximately one mile.

8.1.2.6 Research and Environmental Monitorina L

A number of environmental baseline studies and monitoring programs are being conducted by the Applicant.

These include the water chemistry, thermal data, and aquatic and terrestrial biological monitoring programs.

These efforts provide meaningful information for use in assessing environmental changes imposed on the local area by operation of the Limerick Station.

To the extent these programs contribute to a better understanding and prediction of environmental interrelationships, they are considered research efforts.

In addition, since the detailed documentation developed on the species and abundance of local terrestrial and aquatic organisms serves to strengthen the store of scientific information concerning the area, the programs under which this information was developed can also be defined as research.

The Applicant has estimated that in excess of

$5.5 million has been spent for research at the Limerick Station l

as of December 31, 1982.

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8.1-5 Rev. 13, 05/83 l

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LGS EROL 8.1.2.7 Educational Center g

i The Applicant constructed an " Energy Information Center" as part of the overall nuclear education program.

Located on Longview Road.just southeast of Limerick Station, the center offers formal programs and provides exhibit material for visitors.

The center includes energy conservation information in addition to current information relevant to nuclear issues.

8.1.2.8 Annual Savings of Oil for Power Generation Operation of Limerick Station provides a substantial contribution to the national interest by reducing the need for consuming large amounts of oil.

Operation of the Limerick Station is expected to replace fossil fuel equivalent to about 20 million barrels of oil per year on the PJM interconnection.

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Rev. 14, 07/83 8.1-6

LGS EROL CHAPTER 9 I

k ALTERNATE ENERGY SOURCES AND SITES Alternate Energy Sources and Sites were discussed in Section 8.1 and 8.2 of the Environmental Report - Construction Permit Stage 1

and Chapter 10 of the Final Environmental Statement.

The subject i

of alternate sites is not discussed further, in accordance with l

10 CFR 51 and Regulatory Guide 4.2.

.In early 1983, construction of Unit 1 and common was 83% complete; Unit 2 was 30% complete.

The only alternative to completing construction of Units 1 and 2, i

with commercial operation scheduled for 1985 and 1988, respectively, considered worthy of examination at this time is to cease construction and restore site to pre-construction appearance.

i 9.1 TERMINATE CONSTRUCTION AND RESTORE SITE 9.1.1 REPLACEMENT OF REQUIRED CAPACITY As stated in Chapter 1 long term capacity purchases are not

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feasible to meet the Applicant's requirements.

When Limerick 1 and 2 are placed in service 1272 MW of oil fired ik capacity will be retired.

This will reduce the Applicant's oil consumption in accordance with current national energy policy.

The Applicant estimates that retirement of these oil fired units will save 7.4 million barrels of oil per year and air pollution will be reduced by 24,420 tons sox and 9,320 tons NOx per year.

Delaying the retirement of older oil-fired units is not considered practical.

When the Limerick units are placed in service 796 MWe of oil-fired intermediate steam capacity will be retired.

The average age of this equipment will be 40 years in 1988.

This equipment is old and ready for retirement.

Maintenance problems compounded by metal fatigue problems would increase the forced outage rates of these units such that they would not be capable of being base loaded units.

When Limerick Unit 1 is placed in service, 476 MWe of oil-fired peaking combustion turbine capacity will be retired.

This equipment was installed in the late 1960's.

The combustion turbines to be retired are characterized by high heat rates, high fuel costs, and abnormally high maintenance costs.

These units were not designed for base load operation and their high forced outage rates preclude their use as base load units.

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9.1-1 Rev. 13, 05/83

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LGS EROL 9.1.2 COSTS ASSOCIATED WITH TERMINATING LIMERICK GENERATING

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STATION.

The following costs are associated with terminating the -

construction of the Limerick Generating Station:

a.

As of March 1983, the sunk capital cost of the Limerick project was about $2.7 billion.

The annual revenue requirement associated with amortizing this investment over a 20 year period would amount to about $540 million per year.

This annual amount assumes the accounting for g.

the sunk capital would be treated as an in-service plant in all aspects, including return of capital on a straight line basis, return on capital not recovered, taxes based on tax depreciation at a normal 1.5%

Declining Balance / Straight Line (DB/SL) basis over an Accelerated Cost Recovery System (ACRS) life of 16 years and retention of the investment tax credit.

The Applicant's projected lack of taxable income in the near I

future would preclude it from using any potential tax loss that might result from such a termination.

b.

The estimated capital cost to restore the site to its pre-construction appearances is about $200 million.

The annual revenue requirement associated with amortizing this investment over a 20 year period would amount to i

about $40 mill. ion per year.

This annual amount assumes the accounting for the sunk capital would be treated as an in-service plant in all aspects, including return of capital on a straight line basis, return on capital not i

recovered, taxes based on tax depreciation at a normal 1.5 DB/SL basis over an ACRS life of 16 years and f

retention of the investment tax credit.

The Applicant's t

projected lack of taxable income in the near future would preclude it from using any potential tax loss that might result from such a termination.

i Rev. 14, 07/83 9.1-2

LGS EROL j(

CHAPTER 11

SUMMARY

BENEFIT-COST ANALYSIS The importance of the Limerick Generating Station (LGS) in providing an economic and reliable power supply for the Applicant and the PJM Interconnection was demonstrated in Chapter 1.

The economic and social effects of station construction and operation were. discussed in Chapter 8.

Other benefit-cost information has been provided throughout this report.

It is the purpose of this chapter to summarize and weigh the overall benefits and costs of operating the completed station.

This final balancing must, of necessity, be qualitative, since it is not possible to quantify all of the station's benefits and costs in comparable units of measure.

All monetary values are expressed in 1990 dollar values unless otherwise noted.

11.1 BENEFITS 11.1.1 DIRECT BENEFITS The primary benefits resulting from operation of LGS are those inherent in the value of the generated electricity which will be delivered to meet customer needs.

The station will provide an average annual generation of 12.9 billion kWh based on a 70%

I capacity factor for the 2110 MWe station.

Distribution of the energy based on projected 1990 demand is: 3.6 billion kWh -

Residential, 7.92 billion kWh - Commercial and Industrial, 0.48 billion kWh - Other and 0.9 billion kWh - System Use and Losses.

As noted previously, the actual value of this energy cannot be readily monetized, since its true worth relates to customer needs, safety, convenience, etc., that it provides.

Based on an average 50.129 per kWh for all users, the value of station output in its first full year of two-unit operation is' l

$1.55 billion.

As discussed in Chapter 1, delays from current in-service schedules for the station are likely to add substantially to the Applicant's overall cost of service.

For example, if both the units.were delayed one year, the Applicant's cost of energy is estimated to increase by about $320 million, and plant cost is estimated to increase by about $650'million.

Furthermore, it has also been noted that station operation will conserve oil.

11.1.2 INDIRECT BENEFITS The indirect benefits to be realized from the construction of LGS include over $460 million paid annually in taxes (essentially transfer paymentsi to the state and federal governments.

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l 11.1-1 Rev. 14, 07/E3

LGS EROL Operating staff for LGS is projected to about 724 persons with an I

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expected average annual payroll of $44 nillion.

The bulk of these employees will be drawn from the local area thus enhancing the local economy.

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Rev. 13, 05/83 11.1-2

i LGS EROL TABLE 11.3-1 Page 1 of 4

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SUMMARY

BENEFITS-COSTS; LIMERICK GENERATING STATION Item Benefits (*)

Reference 1.

Expected Average Annual 12.9 billion kWh Section 9.1 Generation and Approximate

$1.5 billion (a)

Value 2.

Proportional Distribution 66% Industrial Section 8.1 of Electric Energy (1990) and Commercial 30% Residential 4% Other 100% Total 3.

Average Annual Federal

$460 million Section 8.1 and State Taxes 4.

Direct Station Employment 724 Section 8.1 5.

Public Facilities An Energy Informa-Sections 2.1, tion Center 8.1 is provided

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6.

Annual Savings of Equivalent 20 million barrels Section 8.1 i

Oil for Power Generation 7.

Average Annual Federa.?

$460 million Section 8.1 and State Taxes Item Costs Reference 1.

Total Capital Cost

$5,820 million Section 8.2 (Land and Station) 2.

Capital Cost to Complete

$2,200 million Section 8.2 3.

Capital Cost (Associated

$91 million Section 8.2 Transmission System) 4.

Decommissioning Cost (3)

$160 million Section 8.2

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5.

10-Year Levelized Annual

$130 million Section 8.2 Fuel Cost 6.

Annual Operation and

$140 million Section 8.2 Maintenance Cost 7.

Annual Low Flow

$13 million Section 8.2 l

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Augmentation Cost Rev. 14, 07/83

LGS EROL

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OUESTION E450.5 The staff intends to use the five year (1972 - 1976) period of meteorological data records in the PRA.

In Section 2.8.2.1.4 of the FSAR and ER-OL monthly and annual precipitation totals at Limerick for the five year period are compared to Philadelphia and Allentown for the same five year period.

The comparison shows that at least 20% more precipitation was measured at Limerick than at either of the other locations.

Provide an analysis and discussion of the causes of these differences.

RESPONSE

The precipitation records of the Limerick, Philadelphia, and Allentown stations have been reviewed, and it would appear that Limerick often has significantly more precipitation than the other two locations.

This is probably associated with Limerick's position on slightly higher ground just inland of the extremely flat coastal plain, and that a number of convective storms have a f f e c t e d L i m e r-i c k m o r e s e v e r e l y t h a n e i t h e r A l l e n t o w n o r Philadelphia.'. Precipitation amounts often vary substantially over small distances, especially during the summer.

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Precipitation is also known to be quite sensitive to the topography of a region.

Examination of the monthly records for each of the five years, 1972 through 1976, shown in Tables E450.5-1 through E450.5-5, indicates that the excessive precipitation at Limerick was generally associated with particular storms, and that the remainder of the monthly records are fairly similar at each of the three measuring sites.

l As precipitation is ' influenced by elevation, it should be noted that Limerick precipitation instrumentati'on is at elevation l

255 ft MSL, while the Philadelphia NWS gauge is at 64 ft MSL and the Allentown gage is at 391 ft MSL.

For the years 1974-1976, total precipitation at Limerick is within 3% of that received at Allentown on an annual basis.

There is one procedural technique that tended to augment the Limerick precipitation in Tables 2.3.2-66 and 2.3.2-67.

To try to take reasonable account of the influence of missing data at Limerick, the total amount of measured precipitation during the five-year period was divided by the actual number of hours of observation to obtain a mean hourly precipitation rate.

This l

l rate was then multiplied by the total number of hours in the five-year period.

Therefore, the assumption was made that the i

missing hours were as likely to have precipitation at the typical

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rate as any of the other hours.

This adjustment, however, could

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E450.5-1 Rev. 14, 07/83 l

LGS EROL have accounted for no more that approximately a 10 percent 1

discrepancy.

The data recovery for the Limerick precipitation instrumentation on sn annual basis is shown in Table E450.5-6.

This instrumentation is calibrated and maintained as described in FSAR Section 2.3.3.3.

This includes weekly inspection.

Component checks and adjustments are made as required.

Calibration is performed at least semi-annually in accordance with Regulatory Guide 1.23.

The instrument is recalibrated immediately after any maintenance work is performed that would affect its accuracy.

i Rev. 14, 07/83 E,450.5-2

LGS EROL l

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TABLE E450.5-6 l

PRECIPITATION INSTRUMENTATION DATA RECOVERY' Year Percent l

1972 99.9 l

1973 95.8 l

1974 93.6 l

1975 81.8 l

1976 88.5 s

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Rev. 14, 07/83

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