ML20050D453

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Special Rept to Acrs,Comparison of Sites for Limerick Generating Station & Newbold Island Nuclear Generating Station
ML20050D453
Person / Time
Site: Hope Creek, Limerick, 05000000
Issue date: 04/21/1971
From:
US ATOMIC ENERGY COMMISSION (AEC)
To:
Shared Package
ML20050D060 List:
References
FOIA-81-385 NUDOCS 8204120217
Download: ML20050D453 (24)
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Docket Nos. 50-352/50-353

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April 21,1971

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SPECIAL REPORT TO THE ACRS 4

.-4 Comparison of Sites for Limerick Generating Station and Newbold Island Nuclear Generating Station I

Division of Reactor Licensing U.S. Atomic Energy Comission l

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THIS DOCUMENT WAS REMOVED F OFFICIAL USE ONLY EGORY N

Decerrber 15, 1981.

_ f Signed: Albert chw B204120217 811222 i.

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. TABLE OF CONTENTS P, age,

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1 1.0' INTRODUCTION 1

2.0 SITE DESCRIPTION 1

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2.1 Location 2

2.2 Population 3

2.2.1 Population 0-5 miles 4

2.2.2 Population 0-35 miles 4

2.2.3 Population Density Distribution 5

2.3 Other Aspects of the Sites 5

2.3.1 Seismology 5

2.3.2 Foundation Design.

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6 2.3.3 Soil Conditions 2.3.4 ' Flooding 6

7 2.3.5 Meteorology 7

3.0 CONCLUSION

S TITLE APPENDIX A Figure 1 Current Cumulative Population Distribution, 0-5 miles 2 Current Cumulative Population Distribution, 5-35 miles 3 Projected Cumulative Population Distribution,.0-5 miles Projected Cumulative Population Distribution, 5-35 miles 4

5 General Area, 0-60 miles 6 LGS Population Density Distribution, 0-60 miles,1980 7 LCS Population Density Distribution, 0-60 miles, 2000

.8 Newbold Population Density Distribution, 0-60' miles,1985 9 Comparison of LPZ and.PCD TITLE APPENDIX B Extra. Protective Features - A comparison OFFr F "!MAONLY A- -

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1.0 INTRODUCTION

the ACRS Subco=mittee for Limerick Generating Station On March 31, 1971 considered various aspects of the design and construction of the reactor

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- faci,lities.- The Subcommittee requested the staff to prepare a written I

comparison of the sites for the Limerick Generating Station and the Newbold

  • l Island Nuclear Generating Station. The characteristics of the two sites

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are discussed in this report.

i 2.0 SITE DESCRIPTION

. ;,;g 2.1 Location The Philadelphia Electric Company has selected a site for the Limeri,ck

. Generating Station about 1.7 miles southeast of Pottstown, Pennsylvania 4

I This location is about 21 miles from Philadelphia I

J on the Schuylkill River.

and 17 miles from Reading, Pennsylvania. The minimum exclusion area The Schuylkill River and three tracks of the Penn boundary is 2500 feet.

Central Railroad traverse the site about 50'0 feet away and well below 4

the grade of the plant facilities.

Newbold Island Nuclear Generating Station is proposed by the Public Service Electric and Gas Company of New Jersey on an island in the Delaware f

River about 4.5 miles south of Trenton, New Jersey and 11.0 miles north-east of Philadelphia, Pennsylvania.

Figure 5 of Appendix A shows the location and general area around each site.

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2.2 Population Presented in Figures 1 through 7 of, Appendix A are plots of current and projected cumulative population versus distance from Limerick, Newbold Island, and other selected nuclear generating station sites. Population within five miles of Limerick is currently (Figure 1) greater than that for Newbold Island, b'ut is less than that for all'other cites presented

.in the analysis. Of all the plots shown, Newbold Island has the " east

. population within a few miles radius of the site, but beyond that the influence of the populated Trenton area is notable. CurrentpopulationAh, beyond five miles of Limerick (Figure 2) is exceeded by all listed sites except Zion and Midland. The projected cumulative population distributions.

for the various sites reveal (Figures 3 and 4) that the projected growth at all sites is such that the Limerick and Newbo!d Island sites remain essentially in the,same positions relative to the other sites.. Figure 5 presents the geographical relationship of 'the Newbold Island and Limerick sites to each other, the towns, and the cities in the Pennsylvania-Maryland-New Jersey area.

Figures 6 and 7 of Appendix A present the distribution of 1960 census population ver' sus the projected popul4}tions of 1980 and 2000 to illustrate the concentrations of people along corridors which include the Limerick site and the cities of Reading, Philadelphia, and Trenton.

l A similar figure had been prepared for the Newbold Island site as shown in Figure 8 for the year 1985. The sources of the projected populations for the Limerick site are listed in the LGS PSAR (Table 2.2.2) and are in y

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general based,upon state agency data.,similar state or regional reports were used in preparing the original Newhold Island population data.

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The population, plots for Newbold Island were presented previously in our July 22, 1969 Report to the ACRS on the proposed facility. The con-clusions of that report are summarized and compared with the Limerick site

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in th'e following para' graphs.

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2.2.1 Population 0-5 miles The current population within the first four miles of Newbold Island

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.is significantly lower than all sites considered in Figure 1.

The projected population shown in Figure 3 indicates that the relative positions of the Limerick and Newbold plots are unchanged within the first four miles:

Limerick's cumulative population curve still ceeds that for Newbold Island. The ef f ect of the close-in population on the Limerick site is further demonstrated by comparison of the low population zone (LPZ) and population center distances (PCD) shown for a multitude of sites in Figure 9.

Limerick has the smallest PCD, equal to 1.7 miles, of the ten plants listed while Newbold Island has the fourth smallest.

The cause of this condition at the Limerick site is the location of the city of Pottstown, Pennsylvania, at a distance of 1.7 miles away frpm the site. Pottstown has.a population of about 27,000.

1 Transient populations in the vicinity of the two sites are comparable.

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'The 1970 employment within 2.0 miles, of the Limerick site ' consists, of

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874 industrial workers in plants and 476 in other employment, mainly

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while the other is almost directly opposite in direction from the site.

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' The transient popu'lation around the Newbold Island site consists of 800 E n workets at the Roebling Works on day shif t within one mile,and 3500 workers at the U S. Steel Fairless Works on day shif t one.to three niiles distant.

. 'f 2.2.2 Population 0-35 miles' The plots of cumulative population versus distance from 0 to 35 miles for both sites reveal that the population density for Newbold Island is j

is. M significantly different from Limerick only beyond the four mile radius ofc,,i.~

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This area consists of the nearby suburbs of Bristol and Levittown l

in Bucks County, Pennsylvania, and the larger metropolitan areas of Trenton,.

and Philadelphia which are located about five and eleven miles, re'spectively, from the site. The distribution of people around the Limerick site is different because suburbs and cities such as Reading and Philadelphia are located at greater distances from the Limer'ick site than are the comparable populated areas about Newbold Island. The Limerick site is about 17 miles southeast of the Reading city limits and about 21 miles northwest of the Philadelphia' city limits.

2.2.3 Population Density Distribution.

The population density distributions for the two sities exhibit the same

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type of pattern.. Neither site has a population density that is distributed

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exposure to a meandering airborne plume of radioactivity since a population I

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crossing a densely populated area. Howeyer, it should be noted tha't the

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difference'in the ACRS SPI rating is attributable to th'e(higher populatiori

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.". between about 5.and 20 miles which in the case of Newbold Island lies generally to the west of the plant. The higher population sectors for the Limerick facility are' generally east of that site.'- Winds generally blow ~

toward the east in this area, which if considered in evaluating these sites would reduce the impact of an accident at the Newbold site and increase

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it at the Limerick site.

r 2.3 Other Aspects of the Sites

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2.3.1 Seismology

!y Th'e Newbold The seismology of the two sites is generally the same.

Island Generating Station design for Class I structures founded upon the Cretaceous Raritan Formation will be based on a horizontal ground motion.

of 15 per cent of gravity for the Design Bdsis Earthquake and 8 per cent Vertical motions due to earth-of gravity for the Operating Basis Earthquake.

At Limerick, quake will be taken as two-thirds of the horizontal motion.

the selected values are 12 per cent and 6 per cent for the DBE and OBE, respectively.

2.3.2 Foundation Design The foundation design for the two sites differs considerably. At Limerick, the foundation will consist of primarily weathered siltstone and shale, a

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rock formation which has a f sw fracture zones that can be cleared out and,

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site, the significant structures are to be founded on soils of the Raritan

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Formation of Cretaceous age (deposited about 100 million years ago).

soil is fluvial'in origin and consists of well-compacted layers of sand, gravel, and clay located about 40 to 50 feet below the'present grade of This soil has been investigated to determine its potential

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The soil possesses sufficient relative density, low for liquefaction.

void ratio, acceptable grain-size distribution,and low stress ratio such that there is negligible potential for liquefaction.

' T. g' n 2..).3 Soil conditions The' permeability of the underlying foundation also differs for each site.

The relatively low permeability of the rock foundation at Limerii:k versus the porous granular sand formation of Newbold Island result in the Limerick site having a better retention capability for any acc.idental liquid releases on site.

2.3.4 Flooding At Newbold Island the Probable Maximum Hurricane (PMH) storm surge Class I buildings was the controlling hydrological-meteorological event.,

and equipment are protected against a Delaware River high water level of 34 feet At the Limerick s_ite, th,e plant grade elevation is well above the l

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Probable Maximum Flood (FMF) level. The pump house structure and intake

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structures are protected against the PMF.'

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data collected at the Burlington site seven miles southwest of Newbold.

Turbulence class data were obtaisedfrom Delaware city. Using Island.

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these data the wind conditions and diffusion parameters were' selected for dose calculations which in all likelihood would be f,airly close representations For Limerick, however, suitable meteorological of the actual site onditions.

The data collected at Philadelphia Electric Company's data are not available.

Peach Bottom site have been used by the applicant's cons'ultants to deter---,uA'~

mine wind conditions and diffusion parameters for dose cal'culations.

Since the results were' not suitably based on reliable data, new doses have been calculated (but not yet submitted as an amendment to the construction permit applicatio'n) using the most conservative conditions of, Type C meteorology and a wind speed of 0.5 meter per second.

3.0 CONCLUSION

The total population within four miles of the Limerick site exceeds that at Newbold Island.

The population distributions are such as to make the In our Newbold Island site equivalent to or worse than the Limerick site.

view, because there does not exist a significant difference in the suitability of the sites, features should be provided at the Limerick facility for improved protection against release of radioactivity to the environment that are

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equivalent to those required for Newbold Island.

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At the initial meeting with the Philadelphia Electric Conpany on May 13, 1970, a listing of' extra f eatures for Neubold Island was giv'en to the Limerick.

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Philadelghia Electric ha's responded to a' considerable degree applicant.

-- in malting the Limerick. design similar to that for Newbold Island,as described-in Appendix 'B.

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Enclosures:

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Appendix A 2.

Appendix B a-

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~ COMPARISON OF LOW POPULATION ZONE I, 4 -. AND POPULATION CENTER DISTANCE' ..r. Population Low P.opulation " i-. Center Distance .- Zone F '. Miles Miles .a ~ ~ Plant as. 1.7 ~ 1.3 Limerick 1 & 2 f

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h ~ O ? ~. A-E, & ihtnn_nrg -- ~ yy m exmuse * .....,s. ... i,;.,. APPENDIX -B ~ s. . EXTRA PROTECTIVE FEATURES--A COMPARISON ~ Extra Protective Features Limeridk Newbold Island 1; Confinement of radioactivity About Q 25.psig; 507, 2 psig;107 per day; intQeRe.ac_torBuilding: per day;" Standard" Reinforced concrete

a. Internal Pressure (design) design Reinforced throughout
b. Inleakage at

.25" water Concrete below and

c. Construction structural steel with concrete panels r

above (Section 5.1.2) Recirculation and Filtration 2.

a. Reactor Building Re-60,000 CFM mixing and 100,000 CFM mixing circulation System filtration prior to a and filtration prior metered 1000 CFM re-to a metered release i

lease to SBGTS. to the dilution p#ath Filtration involves 'and environs. U high efficiency HEPA and charcoal filters. i (Section 5.1.2.1).- ( Incorporated into

b. Standby Gas Treatment High efficiency HEPA I

System (SBGTS) and charcoal filters the system for the i for cleanup of the Reactor Building. ~ 100 CFM Reactor Build-above. ing effluent prior to dilution and release, post-LOCA or during purging. (Section 5.1.2.2) 3. Main Steam Line Two MSL isolation, Three MSL isolation valves with air pressun valves. (Section 4.3). Lise of a third zationbetweenvalves 1 valve is still under to eliminate any leakat study. through valves. 4. Main Steam Line Tunnel. No pressure retaining . Enclosed tunnel with enclosure. Open to design pressure of abo; Turbine Building. 2 psig enhances leak - detection and filtratir ofsteamfromsmalllef ^ %-[ - 'f d'L-or breaks within Reactor Building. 9 g. OyriidAC05EONLY %-m c. y*ne-.we*7,wiw. - r_ r.**3 e.--e-* arm, t-, e..cm,ww-. ~ v-m p -e ', ,_,-,e,,e-e--,-O-

\\.' f*,** - n J g B C m e--@ --wspMM

n.

h ~ ._.; w.. - ..s<- , ~' Extra Protective Features L neric Mewbold Island ^ 5. Main Steam Line Fl'ow Flow restrictor in Flow restrictor in MSL Reduction following MSL MSL to reduce flow to reduce flow rate Rupture outside containment rate (standard), and turbine by-pass lines reduced in diameter to 10" to reduce flow 5-a .through' lines during ~ ~ first few seconds of accident. 6. Gase'ous Radwaste Control (1) Off-gas treatment (1) Recombination of in cryogenic sys- -H2 and 02, cryogenic tem to less than separation of Xe and

17. MPC at discharge.

Kr for long term Charcoal filters, decay, and filtration.* H2-02 recombination, Activity concentratio.n and holdup for decay less than 17. MPC at are included.in the site boundary. train. (Section 8.2.2). (2) Use of " clean steam" (2) Same. sealing for turbine gland seals and valve stems. 7. Liquid Wastes Demineralizer, evapora-Same. tor, and holdup. Discharge at less than

17. MFC. (Section 8.2.1).

8. Reactor Vessel Integrity Designed to ASME Boiler ASME Code plus change and Pressure Code, of nozzle welds for Section III, Class A, contoured shape and Rea'ctor Vessel. (Section'.use of two forged 4.2). bottom head plates. Reduced size of large nozzles. Increased insp,ection and material, property determination. u ~ during fabrication. ~..q f Full inservice inspection",1-7 ' Y -t 7 n '- capability.' " - 4.y,yp-[ ..g: -m ; . g.. .x ...e n"

  1. I e

i I e DmlN:C:kCb 5

0 Ismerick ecology action (215) 326 9122 POTTSTOWN, PA.194G4 BOX 7G1 6 O Mr. J. M. Felton Director - Div. of Rules and Records Sept. 22, 1981 ) O Office of Administration Q U.S. tac Washington, D.C. 20555 y MO Re: FREEDOM OF INFORMATION ACT REQUEST g FREEDOM OF INFORMATION C ACT REQUEST 7 d6

Dear Mr. Felton,

) & b 9'-2P-pf e Under the provisions of the Freedom of Information Act, ,0 5 U.S.C. 552, I hereby request the following information:- ,g E

1) Any and all documents and records relating to any previous h

involvement by Mr. Lawrence Brenner in any licensing matters before the Nuclear Regulatory Commission on applications submitted by the g Philadelphia Electric Company, prior to his recent appointment to the +s C Atomic Safety and Licensing Board for Dockets 50-352 and 50-353. (OL) O This shall include : C a) any previous involvement with the Limerick Construction Permit o proceedings, and technical reviews at any stage of the project. ,6 b) the same information for any other applications before the ?RC - ), .C from the Philadelphia Electric Co. O i 2)The same information requested above,as it applies to Dr. Richard F. Cole and Dr. Peter A. Morris, both of whom have also j u been appointed to the ASLB for Dockets 50-352 and 50-353 O L As you know, the act permits you to reduce or waive fees when j the release of information is considered as "primarily benefiting b the public". As a possible participant in this licensing case before O the Commission, I believe that our request fits this category. Should there be any questions regarding this matter, please call me i immediately at the number listsd above. d h In view of the present schedule regarding this proceeding, I would appreciate your handling this request as soon as possible, and y k I look forward to hearing from you within 10 days,,as the law stipulates, f Zitzer, Pr.>1 dent LEA, 215-326-912 t}}

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