ML20027C582
| ML20027C582 | |
| Person / Time | |
|---|---|
| Site: | Limerick |
| Issue date: | 09/20/1982 |
| From: | Sugarman R DEL-AWARE UNLIMITED, INC., SUGARMAN & ASSOCIATES |
| To: | NRC COMMISSION (OCM) |
| Shared Package | |
| ML20027C583 | List: |
| References | |
| ISSUANCES-OL, NUDOCS 8210180204 | |
| Download: ML20027C582 (6) | |
Text
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.I NUCLEAR REGULATORY COMMISSION o
W 00T 14 P3:3E 8# gQJIer In the Matter of
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CFFiOE OF SELRt.le P..iladelphia Electric Company )
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50-352-OL
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50-353-OIr (Limerick Generating Station, )
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APPLICATION FOR APPROVAL OF PETITION TO AMEND CONTENTIONS Pursuant to 10 C.F.R.
S 2.714 (b), Intervenor Del-AWARE Unlimited, Inc., hereby requests that the Board permitted to amend and add contention v-22, v-23, and v-24 and avers as the basis thereof, the following:
- 1. ~
The contentions to be added are as follows:
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"v-22 The plan for construction of Limerick and proposed Management Plan for the River presently includes, as an intregal part thereof, the construction of a proposed pumped storage facility at Merrill Creek, several miles upstream on the Delaware River from Point Pleasant.
Operation of this reservoir would have substantial and significant adverse environmental
- effects, including causing increased salinity in the Delaware River.
Final approval has not been given by the Delaware River Basin Commission.
Increased salinity would be caused, inter alia, by withdrawals from the Delaware River which would take place ' at various periods of the year, including spring and late summer and early fall when flows in the river are' -
almost at the minimum necessary to prevent salt water intrusion, harming' (in the spring) oyster production and spawning, and in the late summer and fall, public water supplies in Philadelphia and Camden, affecting millions of
- people, as well as contaminating with saline water the major drinking water aquifers in the Delaware River in the vic'inity of Philadelphia and Camden.
v-23 New decisions presently being made and
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implemented by the DRBC establish that the water needs of the River must be satisfied with continuing 8210180204 820920
~~l {DRADOCK05000 l
h3
a t,
increases in depletive uses, of which Point Pleasure is one.
Major new construction will be required, with attendant significant costs and consequences.
v-24 Concurrently, the Pa.
P.U.C.
has decided that continued construction of Limerick Unit 2 is not in the public interest.
In these circumstances, the benefit-cost determination in 1975 is no longer valid, and the River follower method must be reconsidered, and Schuykill River alternatives for supplemental cooling water considered.
Such alternatives are available and
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preferrable."
BASIS for v-22 The draft environmental impact statement from Merrill Creek Reservcir, (July, 1982) makes the technical conclusions.
In addition, the Pennsylvania Public Utility Commission by Order dated August 27, 1982, has noted that construction of Merrill Creek is necessary to the operation of the Limerick facility.
Furthermore, in its decision of September 30,
- 1976, at No.
76-13, the DRBC determined that "it-is necessary and desirable that applicants build or cause to be
- built, facilities of sufficient storage capacity to assure the vnter supply
'needed for comsumptive use by the Limerick ano Hope Creek and resolved that "the Commission has determined plants",.
provision' of supplemental water storage is that the
(
required".
Moreover, in its answer to the Commission staff at E-240.9, Philadelphia Electric has confirmed its firm intention to construct the Merrill Crpek Reservoir.
The economic effects of increased salinity in the Spring are addressed by the salinity studies of U.S, Fish and Wildlife Service for the Corp of Engineers (June, 1980)'and the draft report of the Corps of Engineers (December, 1981).
- Finally, further support is provided by the Level B study of the Delaware River Basin Commission and the draft recommendations of the parties to the Supreme Court Decree and and the draft Bagkground Report by the said parties and the staff of the DRBC, dated July, 1982."
BASIS for v-23 Drafts Recommendations (July, 1982),
Information Povided by DRBC (September, 1982) to NRC Draft Background Report (July, 1982), Draft Delaware 18D Water
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Resources Program (September 1982)
BASIS for v-24 Order of Pennsylvania PUC, August 27, 1982; Alternatives Studies of PEco (1973, 1979-81);
Fish and Wildlife letter to Corps of Engineers, September 1982.
2.
This request to add these contentions is timely for the following reasons:
e*
o e
w A.
The critical documents which make Merriil Creek a necessary part of Limerick and therefore a relevant part of this proceeding were issued in July, 1982, and August, 1982, speciffcally the order of the Pennsylvania Public Utility Commission at Docket I-80100341, August 27,
- 1982, th'e
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Merrill Creek draft
- DES, July,
- 1982, and the draft Recommendation and Background Report similarly dated, and the EROL supplement provided by Philadelphia Electric Company in Au* gust, 1982.
The cumulatioh of all of these documents makes clear beyond doubt that the conditions previously existing and referred to in the construction
. permit proceeding and the Board's previous orders, is no longer-the case.
Merrill Creek is now, as of this date, for
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the first time more than a speculation, and more than simply an added benefit - it is now inherent and necessary.
B.
Furthermore, the Pennsylvania Department of
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Environmental Resources in its Environmental Assessment of the Point Pleasant diversion, issued September 9, 1982, has stated for the first time that the State of New Jersey has indicated its approval of the Merrill Creek project (P82).
- Further, in its draft EIS for Merrill Creek, and in the draft.
In the Background Report, the DRBC indicates that, subject to environmental clearance, the project will 'be approved and 3.s committed.
C.
The DBRC official recognition that the rivers cannot support the project is still unfolding; only in
- July, 1982 did the staff so state.
Further of ficial-statements to this effect were, just issued in September, 1982 in the Draft 18th Annual Water Resources Program and only on September 16, 1982, did 6nSC disclose that Point Pleasant was calculated as a future depletive use.
D.
The PUC finding that Unit 2 is not in the public
~
interest requires reconsideration of the river follower cost-benefit ratio; it was not issued until August 27, 1982.
3.
The foregoing is new information and changes of project within the meaning of 10 C.F.R.
S 51.21, and must be considered by the Commission pursuant to S 51.21, and 51.20, (as stated in S 51.21), including the results of the cost as determined at each stage as appropriate.
, benefit However, prior to the release of the documents described in
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paragraphs 1 and 2, Merrill Creek was not an inherent part
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of this projec't, as determined by the final order of the Appeal Board in 1975, approving the project. based on the river follower mode, the River was not shown to be unable to supply.the water, and the PUC had not acted to stop Unit 2.
4.
There are no other means whereby petitioners' interest will be protected.
Insofar as the proposed supplemental cooling water system includes Merrill Creek,
- and, in the absence of Merrill
- Creek, may make other alternatives superior, a present hearing,in connection with the supplemental cooling water issues and alternatives to i
i the proposed Point Pleasant diversion is the only means to protect Intervenor.
There is no sign any other party will protect petitioner's interest. -
t
5.
Petitioner is in as good a position t6 create a sound record as'well as any other potential party.
Although Merrill Creek, in its fullest extent, is a major factor, the major concerns here are the cumulative impact of Point Pleasant and Merrill Creek on salinity changes, through operation, and thus the impact of Merrill Creek insofar as
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salinity is' concerned is well within the already demonstrated area of competence of petitioner.
6.
There is no existing party to protect petitioner's interest.
7.
Raising this issue will, of course, broaden the
, issues to some extent, and may result in some need to manage the proceeding.
- However, the date is not petitioner's fault, but is the burden of the applicant in objecting to petitioner's interrogatories, and otherwise not the fault of any party, and should not be allowed to preclude an appro-priate hearing.
WHEREFORE, having satisfied the requirements of $ 2.714 (b), petitioner submits that it should be permitted to file this supplement to its contentions, n
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ROBERT J.
SUGARMAN Attorney for Petitioners
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CERTIFICATE OF SERVICE I hereby certify that I have served a copy of the Fore-going -Application for Approval of Petition to Amend Contentions by hand delivery of the same to the followin'g
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persons this 20th day of September, 1982.
s Lawrence Brenner, Esq., Chairman Administrative Judge U.S. Nuclear Regulatory ~ Commission Washington, D.C.
20555 Dr. Richard F. Cole Administrative Judge U.
S. Nuclear Regulatory Commission Washington, D.C.
20555 Dr. Peter A. Morris Administrative Judge U.S. Nuclear Regulatory Commission
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Washington, D.C.
20555 Stephen H.
Lewis, Esq.
Counsel for NRC Staff U.S. Nuclear Regulatory Commission Washington, D.C.
20555 Troy B. Conner, Jr., Esq.
Conner and Wetterhahn 1747 Pennsylvania Avenue, N.W.
Washington, D.C.
20006 Atomic Safety and Licensing Appeals Board U.S. Nuclear Regulatory Commission Washington, D.C.
20555 1
k Robert J.
Sugarman
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UNITED STATES OF AMERICA
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NUCLEAR REGULATORY COMMISSION ATOMIC SAFETY AND LICENSING BOARD
)
.In the Matter of
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Docket Nos. 50-352
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50-353 PHILADELPHIA ELECTRIC COMPANY )
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(Limerick Generating Station, )
Units 1 and 2)
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- TRIAL BRIEF OF INTERVENOR DEL-AWARE UNLIMITED, INC.
Pursuant to the Board's order of August 23,
- 1982, Del-Aware Unlimited, Inc.,
herein presents its intended factual case concerning the admitted contentions, and pending Request.
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For ease of reference, this brief is organi::ed to place the factual matters by contention, and then to provide a general discussion of the legal, context.
Finally a report on pending permits and reviews is provided, f
I
CONTENTION V-15 and V-16a I
Del-Aware will show that as presently relocated, the intake will have a significant adverse effect on American Shad and Shortnose Sturgeon, and will adversely affect th'e major fish resources and boating and recreation area.
It
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should be noted that since this contention was written, the intake was further relocated.
As originally planned, the intake was located on the bank of the river, and when the contention was written, it was located approximately 200 feet off shore.
It is now proposed to be built 245 off
, shore.
As stated by staff member Masnick at his deposition, there is no evaluation available concerning the impacts of the original location.
The DRBC EIS in 1973 stated that the design was not advanced to the point where the impacts could
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be evaluated.
In 1980, fish agencies protested the location of the 1
intake as being iri the spawning pool and nursery area constituted by the eddy and surrounding flow water areas and pool in the known as the Upper Black Eddy, and the NWRA agreed to relocate the intake into the main channel.
However, for whatever reason, possibly fear of crossing the state line, the relocated intake did not leave the pool, and was still located in the pool.- However, the fish agencies 2
vere assured that the intake had been located 6ut of the pool, as was the Corps of Engineers.
In June, 1981, Del-Aware commissioned a survey by Ezra Golub which established that the intake was still located in the pool.
Thereafter, in January,
- 1982, the intake was
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relocated further out into the river in an effort to locate it in the channel.
However, at its present location, the intake is still not entirely out of the pool area at all times, and therefore will continue to have the effects that it would have had at the 200 foot distance from shore.
In addition, in 1975, after the DRBC EIS and the NRC
, Order the DRBC Order allowing the withdrawal was. amended inter alia to permit the utilization of the intake at any
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river flow, no matter how low, as long as Philadelphia.
Electric replaced the water from an upstream source (Boyer Dep.).
While this replacement would protect the river from
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net loss of river flow, it would not protect the fish at the intake, for whom the relevant variable was velocity, which is controlled by total, not net, river flow.
The adverse impact of the operation of the intake on fish is attributable to several
- factors, including the attractiveness and likelihood of present of fish in the area at sizes small enough to be entrained or impinged on the
- intake, the relative velocity of the intake versus the i
ambient water, the continued presence of the fish in.the area of the intake, due to the operational mode of the 3
4
$ntake (constant vs' on/off, seasonality, back flushing etc.), and the location of the intake in the vertical water column.
Witnesses Kaufmann, Miller, and Emery will testify to all portions of the the foregoing.
In addition, reports by Harmon and Brundage and DRBC memoranda and Bourquard's letter of January 22, 1982, to the Corps of Engineers, will support all portions of the foregoing.
With velo' city being the key component of the variables which determines the potential impact of the intake, the next point is to determine the velocity of the water.
The
, velocity is principally controlled by the flow, and lower flow ca~ses lower velocity.
No measurements have been taken u
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of the velocity in the intake area _ below 3,000 CFS,.but velocity will be lower as flows get lowe'r than 3,000 CFS, and past flow records in the Delaware River show that flows frequently drop below 3,000 CFS at all seasons, including the seasons at which American Shad and Shortnose Sturgeon can be expected to be using the eddy at life stages where they will be most susceptible to entrainment and impingement.
These life stages include the egg, larva, and young fich stages.
Records show that the Delaware River
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regularly reaches flows substantially below 3,000 CFS, and does so periodically in every season of the year.
Phillippe will so testify.
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4
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Maximum withdrawal velocities can be anticipated frequently according to the plan of operations of the pumps prepared by Bourquard, and provided in PECo's Supplemental Answers to Interrogatories.
PECo's Supplemental Answers to Interrogatories also discloses that no velocity measurements have been made at flows below 3,000 CFs.
(The Trenton Flow Records are used a surrogate for Point Pleasant flows, so that 3,000 CFS refers to the flow of Trenton.)
The hydraulic and hydrologic charactersitics of the pool have not been systematically studied.
Furthermore, neither PECO nor NWRA nor the Engineers have sys'tematically
, determined the cross-section of the river from. shore to shore.-
Both of these matters have a substantial impact on
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the velocity of the ambient water at various flows at areas, surrounding the intake.
The cross-sections of the river have been established by Delaware witnesses, and they show that, contrary to Bourguard's conceptualization, the bottom of the river has a deep channel on the eastern (New Jersey) side of the river.
The impact of this cross-section determination is that the operation of the intake will cause more water from the eddy to move more rapidly towards the intake, and thus constitute a pull of the water toward the
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intake, with resultant adverse effect on the fisheries.
The minimum elevation of the river at Point Pleasant cannot be sustained at 70 feet during times of maximum operation of the facility, contrary to PECO and NWRA claims.
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lndeed, historical data' shows that the areas upstrbam of the eddy have been measured at below 70 feet elevation, and there is every reason to suppose that at low flows, the eddy will be as low as 69 feet or less.
Moreover, because.of the deep cut, the area in the eddy pool will likely be pulled
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down through the operation of the intake even further.
Conduct of an appropriate hydrologic and hydraulic study would help establish some of these matters more definitively.
Such a study would be a relatively simple and easy thing to do.
Mr.
Phillippe will testify to the foregoing.
The Point Pleasant area is an important nursery area for_ ther American Shad in a likely spawning area, and in the
- future, will become more and more important as a spawning,
and nursery area for the American Shad in the Delaware River.
American Shad in the Delaware River is an extremely important species, having commercial and recreational value.
Although it suffered substantial decline in the Delaware River during the fir'st part of the century, it has recently begun to return in force to the river due to. major pollution clean-ups and other restorative measures.
Miller, McCoy, c
and Kaufmann will testify to this.
In addition to the impacts of the intake on the Shad at Point Pleasant, it and other species will be adversely affected by the location of the intake at Point Pleasant, through the depletion of dissolved oxygen in the river 6
s
. between Point Pleasant and Philadelphia, due to the removal of clean water, and to the extent of the NWRA diversion, the i
return of polluted organically loaded material in the creeks between Point Pleasant and Philadelphia.
With respect to i
the PECo withdrawal, it will be a total consumptive loss,
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and thus will substantially lower dissolved oxygen levels p'ollution block, which will prevent Shad from causing a getting up the river, or will cause substantial fish kills.
Finally', the location of the intake as proposed, as compared with a Schuylkill River withdrawal, will cause increases in salinity in the river, thus adversely affecting
,other species as well.
Messrs. McCoy, Kaufmann, and Miller will so testify.
The Shortnose Sturgeon are presumptively located at
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Point Pleasant during all cycles, including spawning, and j
would be subject to entrainment and impingement because of the lower velocities than those assumed in the Brundage study and relied upon NMFS Determination, which itself recognize the paucity of data and the necessity for further data collection.
In addition, the on-off operation of the pumps was not considered in the Study or the Assessment.
The Point Pleasant area (the Lower Black's Eddy area)
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in which the intake will be located is also an extremely important fishing spot, attracting anglers from all over the area, and representing a major fishing recreation resource.
Change in current patterns and dangers to the fish in the 7
4 eddy as well as the ' impediment of the struct re, and the danger to fish from the on-off operation will cause loss of this area thereby depriving the area of a major resource.
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The operation of the intake during low flow periods will further affect the area as a boating recreation area, because of the danger created to tubers, and the danger to boat anchors, and to the intake from boat anchors, operated by the boats that frequently use the area for fishing.
Messrs. Pleviak, Kaufmann, and Emery will so testify.
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CONTENTION V-16a The installation of the station will lead to ongoing
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maintenance, dredging and the pump operations and substation operation which will adversely affect the peace and tranquility of the Point Pleasant proposed historic district.
This area includes not the district itself but the National Historic Landmark in a major archaeological
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area which are geographically within the district.
The l
maintenance of an ambience of historic character in a historic landmark and district is important to the -
2 maintenance to the district.
When an area is rendered f
l unpleasant or unattractive for persons' and organizations
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capable of caring for the facilities, there is a tendency for historic districts to become neglected and to lose their 8
historic character and vitality.
Messrs Lewis and Landis will so testify.
Witnesses Landis and Lewis will testify to the potential impact of this project for the Point Pleasan,t area, which includes not only direct loss of the historic quality, but,also loss of the motivation for preservation.
Mr.
McNutt will testify to the likelihood of
- damage, requiring frequent maintenance.
Documents showing the need for a maintenance bridge, despite existing crossing, will emphasize this point.
CONTENTION V-16b j
Bradshaw Reservoir will be subject to slumping and consequent release of water in the area of the proposed intake into the Bradshaw Reservoir.
Plans disclosed by the Philadelphia Electric Company at its depositions showed that the slope of the reservoir will be only 2 to 1 at the intake
- area, whereas for the drawdown conditions anticipated, the manual utilized by Phil i lphia Electric requires a slope of 3 to 1 in order to prevent slumping..._
Slumping of the reservoir dikes will cause groundwater pollution as well as other public risks to health and safety throughout the area.
It should be noted that contentions related to seepage through the more normal seepage actions have been obviated i
9
Sy further inquiry since the time that the contehtion'were filed, and by the substitution by Philadelphia Electric of off-site borrow material with higher degrees of compactness and imperviousness.
PENDING REQUESTS TO AMEND s
Del-Aware has filed requests to amend its contentions to deal with the effects of Merrill Creek'as a new integral part of the project, the new DRBC findings of inadequate water to supply this and other diversions, and the reduction
,of the present Limerick project to one unit.
Del-Aware will rely on the documents presenting these
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new facts, i.e.,
the Merril Creek draft EIS of July, 1982, the DRBC Level B study (accepted at some' unknown date, as disclosed by Mr. Hansler on August 31, 1982) and the Pa. PUC Order of August 27, 1982.
Del-Aware will also rely on the testimo'ny of Messrs.
McCoy and
- Kaufmann, and documents produced by the DRBC and Corps.
ALTERNATIVES
- Finally, Del-Aware will show that Schuylkill River alternatives are preferable in light of all the contentions, and that the Philadelphia Northeast Treatment Plant I
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' alternative is also preferable, if Delaware River ' water must be used.
Messrs. McCoy and Kaufmann will so testify.
O
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LEGAL CONTEXT I.
The Burden of Proof Is On The Applicant Commission regulations and prior proceedings establish firmly that the Applicant Philadelphia Electric Company has the burden of' proof on the water diversion issues.
The regulations provide (40 CFR $2.732) :
"Unless otherwise ordered by the presiding officer, the applicant or the proponent of an order has burden of proof."
This is consistent with the standards of proof generally given to an applicant seeking approval of a
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project affecting or utilizing public~ resources.
The NRC, in fulfilling its NEPA duties, acts as a fiduciary in protecting the rights of citizens and the environment, and determining whether a
proposed project's impacts are acceptable.
E.g.,
City of Davis v.
Coleman, 521 F.
20 661 i
(9th Cir. 1975).
When an agency acts as a fiduciary of a public resource, public intervenors in a proceeding on a license application have no burden on them to " prove" their* -
" charges."
The burden is on the applicant ot show that it is in the public interest to issue the desired license.
Office of Communications of the United Church of Christ v.
- FCC, 425 F-2d 543 (D.C.
Cir.
1969) cited in In re-t 11
Consolidated Edison Co.
(Indian Point Generating'- Station, Unit 2), 7 AEC 323, 356 n. 143 (1974).
To the extent that Intervenor Del-Aware bears any burden in this proceeding, it is simply the burden of, going forward, to establish a prima facie case.
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This burden is not upon a
" showing sufficient to require reasonable minds to inquire further."
Vermont Yankee Nuclear Power Corp.
v.
NRDC, 435 U.S.
519 (1978).
Such a showing can be established by reliance on a factual document relevant to the contested issue.
See, 13 NRC 257, 265 (Corps study).
The materials and testimony introduced
,and already a part of the record clearly satisfy this relatively low requirement.
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en i
t o
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The measure of Applicant's burden is proof made by the I
preponderance of the evidence.
"With regard to whether an applicant has sustained its burden of proof as contested issues, the quantum of proof which must be adduced is a l
preponderance of the evidence."
In re Consolidated Edison Co.
(Indian Point, Unit 2), 7 AEC 323, 356-57 (1974).
II.
The Applicant Must Prove That Operation Using Point Pleasant Has Insignificant Impact and Has Less Impact Than Available Alternatives.
In a licensing proceeding, the burden is on the Applicant
' to prove that the adverse impacts of the proposed cooling 1
system are insignificant impacts or else prove that the alter-I native cooling systems available would have a worse effect.
In the Indian Point proceedings, the applicant was required to change its cooling system because of the probable impact on striped bass and the aquatic environment generally.
The Appeal Board required the applicant to prove "that the adverse impact of the once-through cooling is not serious or that the most acceptable alternative will have a more seri-I ously adverse impact."
In re Consolidated Edison Co. of New.---
i York, Inc. (Indian Point Station, Unit 3), 2 NRC 379, 387.(1975).
The Applicant was unable to make this showing, and was there-fore required to construct a closed-cycle cooling system.
The Applicant was required to totally cut-off direct cooling 13 i
a water withdrawals from the Hudson River.
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The similarly severe impacts on the Delaware River shad fishery and aquatic environment require that the present application for operation of the Limerick facility not be
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approved unless one of the alternative, less damaging supple-mental water sources is used.
This is especially clear in that, to the extent the decision at the Construction Permit stage touched on these issues at all, it considered them only superficially, based on the 46 page DRBC EIS which said these impacts of the intake could not be assessed because of the design stage (page 34)
'and which gave no recognition to Merrill Creek as an impact l
In re Philadelphia Electric nor to the one unit alternative.
Co. (Limerick Generating Station, Units 1 & 2) 1 NRC 163, 182-84 (1975).
This limited prior consideration influences not only the need for, but also the depth of the required inquiry, as developed in the following section.
I III.
Consideration of the Acceptability of the Adverse Impacts of the Point Pleasant Diversion Must Extend I
to the Full Impact.
In considering the acceptability or seriousness of the adverse effects that would be caused by operation of the l
Limerick facility using cooling water diverted at Point Plea-the Applicant's proffered' proof must be evaluated.com-
- sant, l
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i "prehensively.
The Applicant's proposed operations will cause not just some impact, not just impacts that have been changed as a result of alterations in the plans made since the Construc-tion Permit stage.
Operation will of course cause all the impacts of operation.
These are the simple parameters of the analysis required at the Operating License stage.
A.
Erroneous or incomolete data and modelling of affected resources requires a fresh con-
' sideration of all environmental effects.
At the time of the earlier proceedings, and on the present-ly undeveloped record, especially absent environmental studies,
,there existed no clear understanding of the resources that would be affected by the proposed operations at Poin't Pleasant
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and along the diversion.
For example, no hydrologic study had been done of the river currents and eddy at the intake site.
The Pennsylvania Legislature had not designated restoration of the Delaware River shad resource as "an enterprise of vast importance to this Commonwealth." (30 Pa.C.S.A. S7301).
The Point Pleasant historic district and the archaeology of the area were not recognized, much less evaluated, and the Canal was not a T.andmark, Mercer's studies lay buried in archives, the recent discoveries made in preliminary probes near the site
~
lay buried in the river's banks, and Congress had not passed the 1980 Amendments to the National Historic Preservation Act, l
16 U.S.C.
S110(f), requiring agencies to take action to mini-mize harm to Landmarks.
Where major changes such as these
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develop, and the paucity and inaccuracy of prior models and inventories of affected resources are discovered, a mere patching of of the assessment of environmental impacts is
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inadequate.
Full review and a fresh analysis is required.
For example, in the Indian Point proceedings, supra, the Appea,1 Board concluded that modelling of impacts on fish were inaccurate and reflected too much damage.
Natural fish mortality had not been factored in, zonal distributions and different concentrations of eggs, larvae, and juveniles had not been understood until additional reports made and submitted by the Applicant.
The Appeal Board said (7 AEC at 407):
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"[W]e conclude that they are so fundamental as to require a fresh look at certain of the staff's
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positions and reconsideration of the portions of the Final Environmental Impact Statement to which they relate."
Del-AWARE will show that similarly fundamental inaccuracies and gaps existed-in the understanding of the affected re-sources at issue in the contentions to be considered here.
These fundamental errors and gaps also require a complete fresh look at those elements of the contentions to which they relate, for example the historic, archaeological and hydrologic effects.
B.
Appreciable changes tha~t have occurred in the recognition of the need to protect the affected resources require a new NEPA balancing.
e 16
t
,1 Not only is there a greater understanding of he more immediate impacts and the value of the resources at stake in licensing operation of the Point Pleasant diversion, but additionally there have been changes in the background factual situation against which the impacts must be assessed.
Since,1975, for example, the shad fishery has been reestab-lished as a viable and important commercial enterprise in this reach of the Delaware River.
The need to--and the benefits from--protecting this fishery resource are increasingly apparent.
See Pennsylvania Fish Law, 30 PA.C.S.A. S7301.
In such circumstances, evaluation of the impact on such
' resources must include an inquiry into the present circum-stances $ and a fresh NEPA balance struck which takes account
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of that inquiry, and the preferability of alternatives in.
light of it.
In In re Consolidated Edison Co. (La Salle County Station, Units 1 & 2), 6 AEC 821 (1973), the determination that construction and operation of a 4500 acre cooling lake would have an acceptable impact on farmland resources was reversed on appeal.
"The difficulty with the Licensing Board's
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analysis is that it is founded upon old facts in a rapidly changing world." 6 AEC at 823.
The Appeal Board took notice of the " evident change in national-circumstances," including potential food shortages, crop land depletion and agricultural export reduction.
These changes, (as any other " appreciable, and material, change in the 17
4 factual situation") which followed upon initial re' view of the impacts and thereby precluded the initial review from taking them into account would require remand.
"On remand, the Board fB to inquire into the matter of the present and pro-jected need for the land in issue for agricultural purposes;
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and is then to strike a fresh NEPA balance which takes into account thd r'esults of that inquiry."
6 AEC at 824.
Similarly, recognition of threats to the shad fishery, the Landmark, and other historical resources, which will be shown to be " appreciable, and material," require a fresh NEPA balancing in our circumstances.
So also very recent
, changes in the need for the project as a result of the Pennsylvania PUC's order to stop construction of Unit 2, and the DRBC's new finding of inadequate supplies to provide for the diversion, require a new balancing.
See Boston Edison (1981).
And the Applicant must prove that its opera-
~
tions should proceed as proposed notwithstanding these developments.
C.
Total impacts, and'not just the impacts of design changes, must be considered because no decision has been made on the supplemental cooling water alternat'ives based on the full l
plan and present circumstanges.
In addition to, and independent of, the legal require-l ments discussed above, the decision at the Construction Permit stage explicitly reserved judgment on alternatives 18 i
U 4
anddidnotfinallyconsideranysinglesupplemenkalcooling
~~
i I
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water supply source.
As noted above, in Section II, this clearly. supports the need (existing independently as a legal
~
requirement in Indian Point) to consider alternatives, and their relative operating impact desirability.
As well as defining the inquiry's necessary scope, it also supports the need to make a fresh and in-depth review, as required by the cases discussed immediately above.
The decision at the Construction Permit stage adopts the Delaware River Basin Commission's decision on the allocation question, and attaches the DRBC EIS. (1 NRC at 186'.)
>However, the DRBC EIS included no consideration of the effects of the intake construction because it at that time existed
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only as a general proposal, without specific plans that.
would allow complete analysis.
Thus the prior appended DRBC review is no basis for in any way limiting or constricting the present analysis of impacts.
And the notion that prior failure to assess impacts of an undesigned intake can be transformed into an adequate review by adding an assessment of design change impacts following the act of appending t,he imcomplete DRBC review is of course ludicrous.
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19
STATUS OF PERMITS AND REVIEWS OF OTHER AGENCIES The U.S.
Army Corps of Engineers has not yet made a decision regarding the NWRA application for a permit for th,e intake at the Delaware River.
There is presently pending a proposed Memorandum of Agreement between the Army Corps of Engineers and the Advisory Council on Historic Preservation, which is a necessary prerequisite to the Corps' issuance of a permit.
EPA's request to the Corps for an interagency meeting is still pending, and EPA's review is therefore still open.
The Advisory Council has not yet made a
' decision.
If excuted, the Agreement will provide, inter alia, for archeological studies, after which a decision will l
be made regarding construction.
U.S.
Fish and Wildlife opposes the
- permit, and has notified the Corps of its intention to elevate the matter should the District decide to issue the permit. -
In any event, the Corps' review is narrowly limited, as stated by the Corps.
On September 8,
1982 Pennsylvania DER issued four permits and a water quality certificate for the project.
- However, the four permits are now under appeal to the. _.
Pennsylvania Environmental Hearing Board, said appeal having been filed by Del-Aware on September 17, 1982.
These permits are conditional, more ever, on the MOA described l
l
- above, and other conditions not yet satisfied.
The DER l
Water Quality Certification referred to previously does not I
cover the Neshaminy and Perkiomen Creek water qualities as 20
e required by Section 401 of the FWPCA, and if so. expanded,
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will be appealed as well.
The bases of the appeals includes some of the matters raised herein, as well as a host of others,_some of which have been excluded by this Board from these proceedings, but which are part of the background and underlying basis of the State permits.
NPDES ' permits which Del-Aware believes are required for the discharges of the cooling water into the East Branch of the Perkiomen. Creek and the Schuylkill River have not yet been applied for.
Zoning and building permits from the Township of Plumstead for the intake and Bradshaw Reservoir have not been applied for.
PECo, as owner of the Bradshaw Reservoir, has to option to apply to the Pennsylvania PUC for a
[
Certificate of Reas6nable Necessity to override local zoning.
PECo has done so, and that petition is pending in
~
the Pennsylvania PUC.
No action has been taken by NWRA regarding the Point Fleasant intake.
Applications for U.S. Army Corps of Engineer permit and state permits are pending for the Merrill Creek Reservoir i
and facilities associated with it, including the intake from the Delaware River.
Such permits
- have not, in several'~~
cases, been granted yet.
Outstanding objections to the project from the U.S.
Fish and Wildlife Service and the Pennsylvania Fish Commission have not been resolved by the U.S.
Army Corps of 21
Engineers, which must do so prior to the issuange of its permits.
Inter-agency elevation procedures have not yet been instituted, and there has been no resolution at the initial-level.
A Pennsylvania Fish Commission permit, required for blasting in the Delaware River, has not been sought.
The
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Fish Combission opposes the project.
Rights of way for the transmission main from the Point Pleasant int'ake to the Bradshaw Reservoir are not yet completely in
- hand, and no eminent domain condemnation proceedings are pending.
The right of way to cross under been obtained from Pennsylvania
,the Delaware Canal has not DER. ~
Y TIMING
~
Finally, with regard to timing, PECo's September 17 to Interrogatory 12 shows that there Supplemental Response is no need whatever to start construction this Fall.
Bourguard's meeting memo of January 6,
1982 shows his estimate that the River construction costs $1,000 per foot.
The Bourguard documents (1/22/82) show that blasting in the- -
River is required only for a few f ee,t.
The total River construction is only 245 feet.
To suggest that one six month period (180 days) will not suffice is ludicrous.
show needed completion date is Spring, Mover, PECo's memos 4
22
4 1985, thus allowing 22 months from Summer, 1982i and two winters to get in the River.
Finally, equipment has not been ordered.
Delivery is 7-10 months, and it would not make since to excavate in the River until pipes and installation are available; else the trench will slump ot fill with debris.
The real' time constraint is clearly identified in May 16, 1982 meeting memo (D-35A).
That memo states that haste is necessary to avoid political problems as the count $y election draws closer.
EXHIBIT LIST Del-Aware's exhibit list is attached hereto as. Exhibit A.
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Resp tfully s3 mitted, 1
l ROBERT J.
SUGARMAN Attorney for Del-AWARE Unlimited, Intervenor Of Counsel:
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SUGARMAN & DENWORTH Suite 510 121 South Broad Street Philadelphia, PA
'9gi (215) 546-0162 September 20, 1982 23
4 EXHIBIT LIST to Trial Brief of Intervenor Del-AWARE Unlimited, Inc.
September 20, 1982 D-1 Letter, Sept. 14, 1982 to Col. Baldwin, COE, from Charles Kulp, U.S. Fish & Wildlife Service D-7 Delaware River Basin Commission.
Staff responses to R.J. Sugarman letter of Sept. 3, 1982:
Issues No. 2, No. 3, No. 6, & No. 7, with attachments.
Also, DR,BC responses to NRC Staff questions No. 1, No. 3, No. 6, No. 5, & No. 7, with attachments.
D-3 Rider, Sept. 17, 1982, to Appeal filed by Del-AWARE of Permit No. ENC 09-81 issued by Pennsylvania DER for a water intake at Point Pleasant.
.D-4 PECo response to NRC Staff Questions E240.27 and E240.28, Limerick EROL.
Applicant's Supplemental Resr~;.ses to " Interrogatories D-4a of Del-AWARE Unlimited, Inc ~ Addressed to Applicant Philadelphia Electric Co." September 1, 1982.
s Opinion and Order, Pennsylvania Public Utility D-5 Commission, August 27, 1982 (excerpts)
D-6
" Archeological. Investigations of the Point Pleasant Area, A Preliminary Report", by S.W. L'andis, Aug. 23, 1982 D-7 Letter, Aug. 1.0, 1982, to H. Dickinson, PECo, from E.H. Bourquard l
D-8 Cost Estimate, Aug.- 5,
- 1982, E.
H. Bourquard D-9 Letter, July 27, 1982 to R.
Ballard, from Charles'Kulp, U.S. Fish and Wildlife Service, D-10 Letter, July 27, 1982 to R. Flowers, from Harold Bgundage, Ichthyological Assoc., Inc.
D-ll Letter, July 23, l'982.to Col. Baldwin, from Howard Larsen, U.S. Fish and Wildlife Service Endangered Species Act - Section 7 Consultation - Bio-D-12 logical opinion, July 23, 1982 from Wil'liam Gordon, D-13 Letter, July 19, 1982 to Col. Baldwin,~
U.S. Dept. of Commerce - National Oceanic and Atomspheric Administration
s D-14 Lattor, July 12, 1982 to Col. B21dwin frem Normen Chupp, U.S. Department of Interior - Fish and Wildlife Servics' D-15 Interstate Water Management - Recommendations of the Parties to the U.S.
Supreme Court - July, 1982 D-16 Letter, June 17, 1982 to Robert Sugarman from P.W. Fournier, Johnson Division D-17 Calculation Sheet - Limerick Generating Station, June 14, 1982 D-18 Letter, May 13, 1982 to Col. Baldwin from William McLaughlin,
~
PA Historical and Museum Comm.
D-19 Letter,'May 6, 1982 to David Morad from Robert Bourquard, Bourquard Assoc., Inc.
D-20 Neshaminy Water Supply System - Plan of Operation, April 27, 1982 D-20-1 Point Pleasant Pumping Station - Hydraulics of Water Intake, April 30, 1982 D-21 Letter, April 13, 1982 to Peter Duncan from Kathryn Ann Auerbach, Bucks County Conservancy D-23 Letter, April 8, 1982 to Kathryn Auerbach from Dr. Richard Jordan and Glenn Sheehan, Bryn Mawr College
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D-24 Letter, March 2.4, 1982 to NWRA'from George Bush, Hartzel and Bu,sh D-25 Letter, March 17, 1982 to Col. Baldwin from George Pence, U.S.
Environmental Protection Agency D-26 Letter, March 10, 1982 to Col. Baldwin from Norman Chupp, U.S.
Dep t.
of the Interior D-27 Preliminary Ca~se Report for NWRA Point Pleasant Diversion Project - March 19, 1982 D-28 U.S.G.S.
- Point Pleasant Bridge River Stage Records -
1950 to 1955 - March 15, 1982 D-29 Letter, March 17, 1982 to Col.'Baldwin from George Pen e, U.S.
Environmental Protection Agency D-30 Letter, February 18, 1982 to John Pomponio from Roy Denm' ark, Dept. of the Army D-31 Letter, January 22, 1982 to Roy Denmark, Jr. from E. H.
Bourquard D-32 Letter, January 8, 1982 to Honorable Robert Edgar from Norman Chupp, U.S.
Dept. of the Interior
i D-33 Lattor, Jan. 10, 1982 to E. H.
Bourquord from Harold M.
Brundage, Ichthyological Assoc., Inc.
D-34 MEMO to file, PPPS, January 5, 1982 - RE:
Mtg. with Phila.
- District, U.S.A. Corps of Engineers D-35 Assessment of the Impacts of the Proposed Point Pleasant l
January, 1982 Pumping Station D-35a MEMO, May 14, 1982, RE:
Point Pleasant Project Limerick Generating Station (Mechanical Engineering Division) i D-35b PECo Water Quality Data Printout, August 6, 1982 D-36 The American Shad in The Delaware River - by J. Miller et al D-37 Letter, December 29, 1981 to Col. Baldwin from Carol D.
- Shull, U.S.
Dept. of the Interior D-37-1 MEMO, December 16, 1981, RE:
Limerick Generating Station, Units 1& 2 Makeup Water System - Status Report D-38 Letter, Dec. 15, 1981 to Carol Shull from Lyl. Baldwin D-39 MEMO, Dec. 21,.1981, RE:
Limerick Generating Station, Units 1& 2 Makeup Water System - Status Report and Schedule D-40. Letter, Dec. 1,'1981 to Brenda Barrett from Kathryn Auerbach Bucks County Conservancy D-41 Pt. Pleasant Historic & Archaeological District - Comments y
on the Request for Determination of Eligibility by M. Mintz -
November, 1981 D-42 Letter, Nov. 30, 1981 to E.
H.
Bourquard from Harold Brundage, Ichthyological Assoc., Inc.
D-43 Letter, Nov. 27, 1981 to Robert Flowers from Harold Brundage, Ichthyological Assoc., Inc.
D-44 Letter, Oct. 26, 1981 to Col. Baldwin from Gerald M. H,ansler D-45 Letter, Oct. 26, 1981 to Ms. Rehfus from Gerald M.
Hansler D-47 Letter, June 8, 1981 to Roy Denmark'from Timothy Goodger, National Oceanic and Atmospheric Admin.
D-48 Letter, Sept. 21, 1981 to Col. Baldwin from Larry E.
- Tise, PA Historical and Museum Comm.
D-49 Letter, Sept.
9, 1981 to Col. Baldwin from E.
H.
Bourquard D-51 MEMO to file, Aug. 18, 1981, RE:
NWRA - Army Corps of Engineers, from HJR
O 1
1 D-52 Letter, July 3'1, 1981 to E.
H. Bourquard from John A.
Burnes i
D-53 Letter, July 28, 1981 to E. H. Bourquard from Paul Harmon, RMC - Environmental Services Division D'-54 Letter, July 22, 1981 to Col. Baldwin from Gerald Hansler, DRBC D-55 Letter, June 24, 1981 to J. W.
Thrusby from Ruth Rehfus, National Oceanic and Atomospheric Admin.
Lett'r,' June 22, 1982 to E. H. Bourquard from Paul Harmon, D-56 e
RMC - Environmental Services Division D-57 Letter, June 19, 1981 to Col. Ton from Norman R. Chupp, U.S. Dept. of the Interior D-58 Planning Aid Report - July, 1981 Topographic Survey of Portion of Delaware River Situate in D-59 Plumstead Twp., Bucks County, PA The Delaware River Basin - Final ~ Report and Environmental
' D-6 0 1981 lmpact Statement of the Level B Study - May,
(.
D-61 Letter, May 4, 1981 to Col. Ton from Jack G. Miller, Commonwealth of PA - Fish Commission D-64 DRBC MEMO, March 23, 1981 to D.
B. Everett from R.
C. Kausch D-65 Letter, Jan. 27, 1981 to Gerald Hansler from J. Ton D-67 Morad conversation memo, January 16, 1981 Water Quality Analyses - Area-Specific Dilution Studies D-70 Region III - January, 1981 D-75 Letter, December 16, 1980 to Gerald Hansler from Norman Chupp, U.S. Dept. of the Interior Biological Evaluation of the Proposed Water Intake in the D-77 PA - November, 198G Delaware River at Point Pleasant, Handwritten notes of Thomas G. May during deposition of D-80 August 19, 1982 D-82 Meeting notes, June 9, 1980 - Point Pleasant Pumping Facilities - Phila. District, U.S. Army Corps of Engineers D-83 Letter, March 12, 1980 to Gerald Hansler from Arnold Schiffman, Dept. of Environmental Protection D-84 Letter, March 12, 1980 to Gerald Hancler from Steven-Torok, U.S. Environmental Protection Agency Review of Environmental Reports of the PECo and the NWRA D-87 September, 1979
4 D-88 Alternatives to Proposed Plan - July,1979 D-89 Letter, Aug.
6, 1979 to Gerald Hansler from J. Ton D-91 MEMO, July 12, 1978, RE:
Point Pleasant Project (Mechanical Engineering Division)
D-92 DRBC MEMO, April 14, 1978 to Gerald Hansler from J. W.
Thursby D-93 DRBS MEMO, April 13, 1978 to Everett, Thursby, Longmaid from Bruce E.
Stewart D-94 Letter, Nov. 12, 1974 to David Marano from R. C.
- Richert, GPU Service Corporation D-95 Environmental Impact Statement, February, 1973 D-96 Photograph of Delaware River at Tohickan Creek submitted during depositions of PECo Panel - August 6, 1982 D-97 Letter, Dec. 31, 1969 to R. A. Mulford from C. W. Dick, Bechtel Corporation D-98 McNutt Photos i
I e
r vr-
4-NQ
.a.
r.-
CERTIFICATE OF SERVICE
{i-W, f
I hereby certify that I have served a co?y of the fore-
?
going Trial Brief of Intervenor Del-AWARE Unlimited, Inc. by hi(
%[
mailing a copy of the same to the following persons this 20th
[6 9:'.'
day of September, 1982.
i'
t'f
- Lawrence Brenner, Esq., Chairman Tj h
b;M Ad'inistrative Judge m
U.S.
Nuclear Regulatory Commission East-West Towers j.. ]
4th Floor p.
East West Highway 07 '
Bethesda, MD 20814
[
? '..
- Dr. Richard F.
Cole
(
Administrative Judge ff" U.S.
Nuclear Regulatory Commission
'.-r East-West Towers N
4th Floor I
East West Highway Bethesda, MD 20814 I
- Dr. Peter A.
Morris
\\
Administrativ'e Judge i
U.S.
Nuclear Regulatory Commission East-West Towers 4th Floor East West Highway Bethesda, MD 20814
- Stephen H. Lewis, Esquire Counsel for NRC Staff U.S.
Nuclear Regulatory Commission I' -
Maryland National Bank Building
(-
7735 Old Georgetown Road Bethesda, MD 20814 e
' ~ ~
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- Mr. Edward G.
Bauer, Jr.
Vice President & General Counsel Philadelphia Electric Company 2301 Market Street Philadelphia, PA 19101
- Troy B.
Conner, Jr.,
Esquire t
Conner and Wetterhahn 1747 Pennsylvania Avenue Washington, D.C.
20006 o
h
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Secretary U.S.
Nuclear Regulatory Commission i
ATTN:
Chief, Docketing & Service Branch Washington, D.C.
20555 Atomic Safety and Licensing Appeal Board U.S.
Nuclear Regulatory Commission Washington, D.C.
20555 i
t Robert J.
Sugarman
- Hand-delivered e
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