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Thank you for your time.DR. ROTHMAN: I am Robert Rothman. I am the Section Chief of the Geosciences Section of the Civil Engineering and Geosciences Branch. My background is, I have a Bachelors Degree in Geology. I have a Masters of Science and Ph.D. in Geophysics. | Thank you for your time.DR. ROTHMAN: I am Robert Rothman. I am the Section Chief of the Geosciences Section of the Civil Engineering and Geosciences Branch. My background is, I have a Bachelors Degree in Geology. I have a Masters of Science and Ph.D. in Geophysics. | ||
I have been involved in the profession for over 30 years. In the last 15 years I have been involved in the evaluation of nuclear facility sites.[Slides.]DR. ROTHMAN: I would just like to reiterate what a response spectrum looks like. We are going to be looking at several of these. This is a safe shutdown earthquake spectrum that was developed for the Palisades site for its licensing, back about 25 years or so ago. This is the design basis response spectrum for the dry storage cask.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 46 1 We have frequency on the horizontal axis and acceleration on 2 the vertical axis.3 I would like to go into a little bit of the 4 background of the design basis for the Palisades site. The 5 U.S. Coast and Geodetic Survey acting as advisors to the 6 Atomic Energy Commission reviewed the seismology for the 7 Palisades site back in the late 1960's and early 1970's.8 They considered the site geology as sand dunes and 9 concluded that a modified intensity six with a peak ground 10 acceleration of one-tenth of a G could occur during the 11 lifetime of the plant, which they assumed to be about 40 12 years. They also concluded that a modified intensity seven 13 with peak ground acceleration of two-tenths of a G was the 14 maximum potential earthquake for the site. That, we now 15 call the safe shutdown earthquake for the site.16 In the construction permit safety evaluation 17 report the AEC said that the site is in a region of low 18 seismic activity and concurred on the ground motions 19 concurred by the U.S. Coast and Geodetic Survey. The 20 operating safety evaluation report confirmed this position.21 We will talk a little bit about the seismicity of 22 the site. Palisades is in the Michigan Basin of the Central 23 stable region tectonic province, which is an area of low 24 seismicity. | I have been involved in the profession for over 30 years. In the last 15 years I have been involved in the evaluation of nuclear facility sites.[Slides.]DR. ROTHMAN: I would just like to reiterate what a response spectrum looks like. We are going to be looking at several of these. This is a safe shutdown earthquake spectrum that was developed for the Palisades site for its licensing, back about 25 years or so ago. This is the design basis response spectrum for the dry storage cask.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 46 1 We have frequency on the horizontal axis and acceleration on 2 the vertical axis.3 I would like to go into a little bit of the 4 background of the design basis for the Palisades site. The 5 U.S. Coast and Geodetic Survey acting as advisors to the 6 Atomic Energy Commission reviewed the seismology for the 7 Palisades site back in the late 1960's and early 1970's.8 They considered the site geology as sand dunes and 9 concluded that a modified intensity six with a peak ground 10 acceleration of one-tenth of a G could occur during the 11 lifetime of the plant, which they assumed to be about 40 12 years. They also concluded that a modified intensity seven 13 with peak ground acceleration of two-tenths of a G was the 14 maximum potential earthquake for the site. That, we now 15 call the safe shutdown earthquake for the site.16 In the construction permit safety evaluation 17 report the AEC said that the site is in a region of low 18 seismic activity and concurred on the ground motions 19 concurred by the U.S. Coast and Geodetic Survey. The 20 operating safety evaluation report confirmed this position.21 We will talk a little bit about the seismicity of 22 the site. Palisades is in the Michigan Basin of the Central 23 stable region tectonic province, which is an area of low 24 seismicity. | ||
The largest historic earthquakes and the 25 tectonic province of the 1929 Attica, New York earthquake ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 5 16 17 18 19 20 21 22 23 24 25 47 which had a magnitude of about 5.2 -- and this earthquake was over 400 miles from the plant -- in 1937 they had a magnitude between 5 and 5.3. This earthquake is about 170 miles from the plant. The closest earthquake to the site had a magnitude of 3.6. It occurred on October 1, 1899, and it was about 18 miles from the site. Magnitude | The largest historic earthquakes and the 25 tectonic province of the 1929 Attica, New York earthquake ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 5 16 17 18 19 20 21 22 23 24 25 47 which had a magnitude of about 5.2 -- and this earthquake was over 400 miles from the plant -- in 1937 they had a magnitude between 5 and 5.3. This earthquake is about 170 miles from the plant. The closest earthquake to the site had a magnitude of 3.6. It occurred on October 1, 1899, and it was about 18 miles from the site. Magnitude 3.6 earthquakes don't cause damage.[Slides.]DR. ROTHMAN: I would like to show you this map that Dr. Bagchi showed you. Here is the location of the Palisades plant. This is the 1899 magnitude 3.6 earthquake, and this is the Anna/Ohio earthquake from 1937. The Attica earthquake is way off the map, as this only shows earthquakes within 200 miles of the plant. This map was prepared for us by the U.S. Geological Survey at my request, and it shows all earthquakes that they have in their database.Considering the site geology, Palisades site is underlined by dune sand and glacial deposits of dense till, terminal and ground moraine and lake deposits. | ||
don't cause damage.[Slides.]DR. ROTHMAN: I would like to show you this map that Dr. Bagchi showed you. Here is the location of the Palisades plant. This is the 1899 magnitude 3.6 earthquake, and this is the Anna/Ohio earthquake from 1937. The Attica earthquake is way off the map, as this only shows earthquakes within 200 miles of the plant. This map was prepared for us by the U.S. Geological Survey at my request, and it shows all earthquakes that they have in their database.Considering the site geology, Palisades site is underlined by dune sand and glacial deposits of dense till, terminal and ground moraine and lake deposits. | |||
The lake rock is a Mississippi shale, at elevation 450 feet which is about 100 feet below the surface. There are no known capable faults or active faults in the site region. A capable fault is one that is able to disrupt the surface.Active faults are those that have earthquakes or have had ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 48 1 them within the last 50,000 years.2 I would like to discuss the vibratory ground 3 motion now. That's the design basis for the plant.4 Palisades was designed, constructed and licensed before our 5 current regulations for nuclear power plants, which is Part 6 100 of the 10 CFR. It's Appendix A to that Part. We also 7 have a standard review plan that is currently in action.8 Using the current regulation and the standard 9 review plan the largest earthquake in the tectonic province 10 which cannot be associated with a known tectonic structure 11 which in our case is the 1937 Anna/Ohio earthquake which has 12 a magnitude of about 5.25, is assumed to occur at the site.13 This is a major conservatism, because we have no indication 14 at all that earthquakes occur near the site. We estimate 15 the ground motion using the 84 percentile of a soil site 16 database for magnitude 5.25 earthquakes. | The lake rock is a Mississippi shale, at elevation 450 feet which is about 100 feet below the surface. There are no known capable faults or active faults in the site region. A capable fault is one that is able to disrupt the surface.Active faults are those that have earthquakes or have had ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 48 1 them within the last 50,000 years.2 I would like to discuss the vibratory ground 3 motion now. That's the design basis for the plant.4 Palisades was designed, constructed and licensed before our 5 current regulations for nuclear power plants, which is Part 6 100 of the 10 CFR. It's Appendix A to that Part. We also 7 have a standard review plan that is currently in action.8 Using the current regulation and the standard 9 review plan the largest earthquake in the tectonic province 10 which cannot be associated with a known tectonic structure 11 which in our case is the 1937 Anna/Ohio earthquake which has 12 a magnitude of about 5.25, is assumed to occur at the site.13 This is a major conservatism, because we have no indication 14 at all that earthquakes occur near the site. We estimate 15 the ground motion using the 84 percentile of a soil site 16 database for magnitude 5.25 earthquakes. | ||
17 If we do this and compare the response spectra, we 18 see that this is the response spectrum for the cask, this is 19 the original SSE response spectrum, and the lowest one is 20 the response spectrum we would get if we were to do the site 21 review using the current NRC regulation. | 17 If we do this and compare the response spectra, we 18 see that this is the response spectrum for the cask, this is 19 the original SSE response spectrum, and the lowest one is 20 the response spectrum we would get if we were to do the site 21 review using the current NRC regulation. |
Revision as of 00:24, 14 July 2019
ML060480234 | |
Person / Time | |
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Site: | Palisades ![]() |
Issue date: | 05/23/1994 |
From: | Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation |
To: | |
Shared Package | |
ML060480227 | List: |
References | |
50-255, 72-7 (2.206), RAS 13894 NUDOCS 9406150337 | |
Download: ML060480234 (126) | |
Text
OFFICIAL TRANSCRIPT OF PROCEEDINGS Agency: otde: Nuclear Regulatory Commission Public Meeting with Palisades Docket No.LOC&TON: OAT&...., fi .... X......b..Benton Arbor; Michigan y 5 -Is'+ ' ,- , _Mondays slat 23 t l994; ..-,.. 4 .A.,... .I,. ......t , .i .-.._ .. .. .. ..., .! .": _,...' ' .,.. ......._, ..: '. ' * , :'.....PAGES: 1 -124'1 'A N RILEY & ASSOCIATES.
MeD~. ~ -~-161iKS~Nxw, Suite300 1 1 2 3 4 UNITED STATES NUCLEAR REGULATORY COMMISSION PUBLIC MEETING WITH PALISADES Lake Michigan College 2755 East Napier Avenue Benton harbor, Michigan 5 6 7 8 9 10 Monday, May 23, 1994 11 12 13 14.15 16 17 18 19 20 21 22 23 24 25 The above-entitled public meeting, convened at 7:00 p.m.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 2 1 P R O C E E D I N G S 2 (7:00 p.m.]3 MR. MARSH: Good evening, ladies and gentlemen.
My 4 name is Tad Marsh, and I will be serving as the Moderator 5 for this evening's meeting. I am the Nuclear Regulatory 6 Commission's Project Director for the Palisades Nuclear 7 Plant, and my office is located in Rockville, Maryland at 8 the Headquarters for the NRC.9 There are three main purposes for our gathering 10 this evening. First, we have asked Consumers Power to 11 present in a public forum, the results of their recent 12 examination regarding the Palisades Spent Fuel Plant Pad 13 Location with respect to seismic and other selected natural 14 hazards such as flooding or erosion at the Palisades site.15 Second, we will give you a status report on NRC's 16 independent assessment on the same subject. Third, we want 17 to hear and to respond to your questions and concerns 18 regarding these analyses.19 The preliminary results of NRC's independent 20 assessment are documented in the Draft Safety Assessment, 21 issued on May 18, 1994. Copies of that report are available 22 tonight in the back of the room. The NRC report is draft, 23 because we have more work to do. Although we have inspected 24 the Palisades Dry Cask storage site and prepared our own 25 independent assessment, we will also review the licensee's ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 X Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 3 analysis and incorporate those results into our own final safety analysis.
In addition, we will discuss any public comments we receive tonight in the NRC's final document.Before we begin the formal presentations there are a few administrative details. We have reserved this room until 10:00 o'clock this evening. Consumers Power will present their analysis first followed by the NRC's presentation of its independent assessment.
We have structured this evening's meeting so that about half of the time will be available for formal presentations and the other half of the time available for questions and answers.At the end of the meeting, a few minutes before 10:00 o'clock, I will turn the meeting over to Mr. John Zwolinski who is the NRC's designated executive responsible for this issue, to tie up any loose ends and to summarize our next few steps in this matter. To ensure plenty of time for questions and comments from the public and to make the format work efficiently, we have asked you to hold your comments and questions until after the formal presentations.
We have provided 3x5 cards and pencils in the back of the room for you to write your questions.
A member of my staff will pick up these cards and bring them to the podium.Just as you write your questions down raise your hand, and he will come and pick them up and bring them to the podium so that we can keep the information flowing.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 4 1 For those of you who prefer to state your 2 questions orally, there are microphones available for your 3 use. Please identify yourself and your affiliation when 4 providing comments and questions.
Also, if you would. prefer 5 that your question be directed to a particular individual 6 please so indicate.
Otherwise, when I get the questions I 7 will pass them to who I think is appropriate.
8 This meeting is being transcribed.
It is our 9 intent to address all pertinent questions concerning the dry 10 cask storage pad raised during this evening's meeting.11 However, should time not permit this, they will be addressed 12 in NRC's final safety assessment on this subject. We will 13 issue an overall summary of this evening's meeting and the 14 transcript in the next few weeks.15 Since some of you may not be familiar with it, I 16 will give a brief historical background which leads to 17 tonight's meeting.18 Last year the licensee loaded two dry casks with 19 spent fuel assemblies at the Palisades site. The particular 20 casks used were the VSC-24, which had previously been 21 approved by the NRC in an April, 1993 final rule under NRC's 22 regulations, specifically Part 72 to Title X of Code of 23 Federal Regulations, 10 CFR. At about the time Consumers 24 began to use the casks questions were raised about the 25 possible effects of natural hazards at the Palisades site.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 In responding to these concerns, the NRC began looking at the behavior of the pad at Palisades under normal conditions, at the long term effects of erosion, and at the possible consequences of an earthquake that might cause motion of the sand flow or around the pad. In March of 1994, Consumers Power committed to analyze in greater detail, the stability of the pad and foundation.
The NRC staff elected to conduct an independent assessment and to discuss the results of its review at a public meeting near the Palisades site, and this is that meeting.The storage casks at Palisades are physically separated from the operating nuclear reactor itself, which is covered under Part 50 of the 10 CFR. Part 50 is specifically focused toward ensuring safe design and operation of the reactor and the balance of plant, including the behavior of the plant during and after adverse natural phenomena.
The presentations tonight have to do with the safety of the storage pad and the foundation area at the Palisades site. The real issue is whether there is anything about the pad or the site in terms of erosion, earthquakes, et cetera, that might compromise the safety of the VSC-24 casks. That is going to be our focus this evening.Although anyone is free to raise any questions they want, we think the most productive use of time is to stay within the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 6 1 issues that pertain directly to the Palisades site.2 You should all be aware that the Attorney General 3 of the State of Michigan and other parties have challenged 4 NRC's rulemaking approving the VSC-24. That challenge is 5 currently before the Sixth Circuit Court of Appeals in 6 Cincinnati.
The NRC's overall responsibility is to ensure 7 the safe operation of the Palisades Nuclear Plant, and that 8 following a potential significant event Palisades would be 9 able to operate safely and the pad and cask arrangement 10 would still be able to perform its safety function due to 11 any postulated interactions.
12 During loading of the casks, NRC Headquarters 13 staff and resident inspectors reviewed the licensee's 14 procedures and observed the cask actually being loaded.15 Because of the concerns raised by Dr. Mary Sinclair from 16 Don't Waste Michigan and by Dr. Ross Lansman from the NRC 17 Region III staff, Mr. Zwolinski on April 5, 1994, led an NRC 18 audit of the licensee's analysis in determining the 19 effective earthquake and erosion on the storage pad and its 20 impact on the dry casks, and to have a close look at the 21 storage cask and pad construction, its surrounding sand 22 dunes and its relative location to the lake shore.23 As a result of this audit, the NRC recommended 24 that the licensee perform additional soil borings near the 25 pad to obtain data to be used in addition to other analyses.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 7 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 NRC also recommended that the licensee perform surveillance.
of the storage pad and surrounding slopes, to detect any possible change in elevation or slope.Again, earlier today, myself and several other NRC managers and staff members toured the facility and paid particular attention to the casks and to the storage pad.Although our staff and consultants are familiar with the Palisades Dry Cask Storage Facility and have completed the draft safety assessment based on our independent work, our plan is to perform a detailed review of the licensee's analysis of the storage pad, and to incorporate that report with our own assessment and the public comments that we expect to receive tonight into a final safety assessment to be published later.The licensee intends to perform additional cask loading in the future. Based on the results of our own technical assessment to date and our understanding of the reported results from the licensee's analysis, the staff has found no reason why the licensee should not proceed.However, as is our normal practice if safety concerns or other information becomes available which would question additional cask loading, the NRC will take the appropriate actions.Before we begin the formal presentations, I would like to introduce members of the NRC staff that are at the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 8 1 head table. Again, my name is Mr. Tad Marsh, Project 2 Director for Palisades, from NRC Headquarters.
To my left 3 is Mr. John Zwolinski, Assistant Director for Region III 4 Reactors at NRR in Headquarters.
To John's left is Mr.5 Charlie Haughney, Chief of the Storage and Transport Systems 6 Branch, NMSS and also in Headquarters.
7 To Charlie's left is Mr. Goutam Bagchi, Chief of 8 the Civil Engineering and Geosciences Branch, NRR. To the 9 left of Dr. Bagchi is Dr. Robert Rothman, Section Chief for 10 the Geosciences Section in the Civil Engineering and 11 Geosciences Branch in NRR. To his left is Dr. Carl 12 Costantino, Professor of Civil Engineering, City University 13 of New York and the Director of Soil Mechanics Laboratory.
14 I would like to turn the meeting over this evening 15 to .Mr. Bob Fenech, Vice President for Nuclear Operations at 16 Consumers Power, who will begin the presentation for 17 Consumers Power.18 MR. FENECH: Good evening. I am Bob Fenech. I am 19 the Vice President of Nuclear Operations for Consumers Power 20 Company. Returning to this area, I have been back in 21 Michigan now, for about three months. I was born and raised 22 in Michigan.
It's great to be back. In fact, my family is 23 moving into our home today.24 I would like to start by introducing the head 25 table of Consumers Staff. At the far end of the table is ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Mike Morris, President and Chief Executive Officer of Consumers Power Company. To his left is Dave Joos, Senior Vice President of Nuclear Rates and Marketing.
To his left, Dr. Surendra Singh, Senior Principal Engineer.
To his left, Dr. Rolpe Jenkins, Senior Supervisory Engineer, Consumers Power Company. To my immediate right is Tom Palmisano, General Manager of the Palisades Nuclear Power Plant.Let me begin by thanking the Nuclear Regulatory Commission for providing this opportunity to discuss issues related to the temporary storage of spent fuel at the Palisades Nuclear Plant. I appreciate the presence of the public and the media. I feel that this forum will provide an excellent opportunity to provide information that will enable you to become more familiar with the temporary dry fuel storage process and the safeguards we have employed to ensure continued safe storage on site.Frankly, there is no activity that we engage in at the Palisades Nuclear Plant that is more important than the safeguarding, safe use, and safe storage of nuclear fuel, whether inside the plant or in casks.For those of you who may be unaware of the manner in which this meeting came about, let me take a few minutes to provide a short history. In March of this year the Nuclear Regulatory Commission expressed an interest in information supporting the earthquake capabilities of the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 10 1 dry cask storage casks. The casks have been exhaustively 2 analyzed for their capabilities during all likely events as 3 I will explain later, but the pad upon which the casks are 4 placed had not formally received an earthquake analysis.5 Similarly, the NRC expressed an interest in 6 erosion information for the site which is 465 feet from Lake 7 Michigan and 40 feet above the water line.8 [Slides.]9 MR. FENECH: This is the Palisades site. It's 10 located about five miles South of Southaven and 20 miles 11 North of St. Joseph, Michigan.
This building houses the 12 reactor, and it's called our containment.
This area in here 13 are our office spaces, and to the North of the site are the 14 casks. This is the pad that we will be talking about in the 15 storage casks. As you can see, the casks lie some 465 feet 16 from the shore and about 40 feet above water line.17 This is a better shot, and overview of the casks 18 themselves.
You see a number of casks there. Two of them 19 are loaded with fuel at this time, these two. The others 20 are emplaced fabricated, and we will be loading them in the 21 near future.22 We felt that we had thoroughly addressed the 23 circumstances that would affect the safe temporary storage 24 of the fuel when the pad was built, in 1991. However, we 25 recognized that there was an opportunity to provide further ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 K-I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 11 assurance to our employees, the regulators and the public, that temporary safe storage of spent fuel would not be adversely affected by erosion or an earthquake.
Let me say here, that sometimes in the nuclear industry we are put into a catch 22 position, a bit of an awkward position.
When the public raises a concern that we look at and feel that we have already addressed, we have two choices. The first is to defend our position and say we have already looked at that, and it's fine. When we do that, we are accused of being unresponsive and not being proactive.
The second choice is to go ahead and do further analysis to assure the public that everything is fine. When we do that we are often then pointed at and told that we are guilty of not having done an adequate job the first time, otherwise we wouldn't be performing other analyses.
In this case we fell into the latter case, and felt that we wanted to go ahead and be proactive.
We wanted to be responsive, so we went ahead and performed further analyses.
We do not in any way feel that what we had done initially was inadequate.
On March 22nd we notified the NRC of our decision to perform formal earthquake and erosion analyses of the storage pad. We used existing construction period data as input for that analysis.
We confirmed that the safe storage ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 12 1 ability of the dry fuel storage and casks would not be 2 adversely affected by erosion or earthquakes.
3 We went on to review our findings with the NRC in 4 April. Together we concluded that additional soil boring 5 tests would further enhance our analysis.
We decided to 6 perform the additional tests and collect new data to 7 independently confirm our previous conclusion, that 8 earthquakes or erosion would not have an adverse impact on 9 our temporary safe storage abilities.
10 Through a series of comprehensive and technical 11 evaluations of the existing and newly acquired data, our 12 employees confirmed that the continued safe storage of spent 13 fuel in dry casks would not be adversely impacted by erosion 14 or any earthquake which may occur, and that the dry fuel 15 storage pad would continue to support the casks.16 In the next few minutes we will provide a summary 17 of the findings of our recent analysis.
It is my 18 understanding that the NRC will provide a more technical 19 summary of their analysis accompanied by their conclusions 20 which are similar to ours, according to the draft report 21 that the NRC released to the public and to Consumers Power 22 Company on May 18.23 When we are through, I hope that you will have a 24 better understanding of the issues that have been raised and 25 that you understand the conclusions that we have reached;ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 13 that dry casks at Palisades are safe and the storage pad for dry casks is safe. Furthermore, there is no basis, no regulation or need for constructing the pad any differently than what we have already done. That is Consumers Power Company's independent conclusion.
As Vice President of Nuclear Operations for Consumers Power Company let me say, if there was anything out there that I felt or we felt was inadequate we would be making changes at this time. There simply isn't anything that falls into that category.
With that said, I want you to know that I welcome the input from the public on this issue. I promise you, any significant issues raised tonight that have not been included in our evaluation will be addressed.
We are committed to safety in every aspect of our business.Now, I would like to have Tom Palmisano, General Manager of the Palisades Plant, provide a more detailed accounting of the activities relative to the construction of the dry fuel storage casks and our recent analyses.
Tom will provide a short history of the issue that will include the need for dry cask storage and the initial testing of the storage pad site. He will also provide a summary of the data that was recently collected by us during our evaluation, and explain the conclusions that were derived from studying the pad site.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 14 1 MR. PALMISANO:
Thank you, Bob. Good evening, 2 everyone.
I am Tom Palmisano, General Manager of the 3 Palisades Plant. I have been a long time resident of the 4 area, and I really appreciate the turnout tonight. These 5 are certainly important issues, and I am glad to see the 6 number of people that turned out to hear our discussion.
7 As Bob mentioned, there is no greater 8 responsibility that we have at Palisades other than the 9 safety of our employees and the general public. We take 10 that responsibility very seriously.
We are proud of the 11 safety culture we have within Consumers Power Company and 12 specifically at the Palisades Plant.13 We have been recognized in seven of the past eight 14 years as the safest combination electric and gas utility in 15 the country by the National Safety Council. The Palisades 16 plant is consistently among the safest work sites within the 17 Company. Safety is a primary reason why we looked at 18 various locations when we consider the most appropriate site 19 for placement of the dry fuel storage facility.20 I was very involved in the planning and 21 implementation of the dry fuel storage program, and would 22 look to every potential safety, security and environmental 23 concern and determined that the best site of the pad is 24 where it is currently located. Each of the dry fuel storage 25 casks weighs 130 tons. They are big, but they are ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 15 tremendously stable and safe. Like you, I want them to stay that way.One underlying question here is, does Consumers Power Company consider the dry fuel storage pad to be safe.The answer is clearly yes, we do. We have looked at this extensively and we consider it absolutely safe and a good location for the pad and cask system.As Bob has said, there is no basis or no regulation or no need to modify the pad. We know that we built it the right way. Our initial analyses and our recent analyses have confirmed that. Let me provide a little history of the dry fuel storage project at Palisades and explain what type of data we collected, to allow us to arrive at our conclusion, that the dry fuel storage pad would be a safe facility for the temporary storage of spent fuel at Palisades, and what we have recently done to confirm that conclusion.
Our spent fuel has been historically stored on site in a spent fuel pool, as is the case with all nuclear facilities.
When Palisades was built in 1971, the spent fuel pool was designed to hold approximately five years'worth of fuel storage. It was to be held on site for a period of time until it could be shipped offsite and be processed by the Federal government.
The Federal government at that time was committed to recycling or reprocessing of ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 16 1 nuclear fuel. However, during the Carter Administration 2 this option was eliminated for the nuclear industry in the 3 United States.4 At that point, the nuclear industry was forced to 5 create more space for spent fuel storage in their spent fuel 6 pools. There is a limited amount of space available at any 7 nuclear power plant for storage of spent fuel. Therefore, 8 Congress passed the Nuclear Waste Policy Act of 1982, which 9 specified that the Federal government was to take possession 10 of all spent fuel from civilian nuclear reactors by the year 11 1998. A national waste repository was to be set up to 12 receive this spent fuel.13 In 1987, Congress designated the State of Nevada 14 would host that facility.
A national nuclear waste 15 repository has yet to be built; however, spent fuel 16 continues to be accumulate at reactor sites. We are working 17 with the Michigan Attorney General and others to pressure 18 the Department of Energy to fulfill its obligation to 19 provide such a repository and accept our spent nuclear fuel.20 Similarly, we are a member of a coalition of 21 utility companies that have been working to establish an 22 interim monitored retrievable storage facility.
A national 23 or regional monitored retrievable storage facility would be 24 very similar to the dry fuel storage system that we have at 25 Palisades.
ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 17 Until the government does provide such a national repository or an interim solution site is established elsewhere, there are only a few options for continued temporary storage of spent fuel on site. These basic options are construction of a new spent fuel storage pool, disassembling consolidation of fuel rods, and on site dry fuel storage.We looked at all of these options and physical limitations, considerations for the amount of fuel handling needed and our interest in keeping radiation exposure to our employees as low as possible, eliminated construction of a new spent fuel pool as a viable option. Fuel rod consolidation was reviewed in detail. This involves disassembling of fuel assembly and consolidating fuel rods for storage in a smaller space.Because of the amount of fuel handling that would be required by our employees and the complicated logistics involved in the eventual offsite shipment of that spent fuel, we eliminated that as an option as well. Dry fuel storage became our choice because of its safe operation, its simple design and it high level of security, and also there was experience within the industry with dry fuel storage.Furthermore, loading spent fuel into dry casks keeps radiation doses to our employees low compared to the other options. Dry fuel storage lends itself to future offsite ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 18 1 shipment.2 Although the casks are safe, as I mentioned 3 earlier, we would have preferred to ship the spent fuel to a 4 site designated by the Federal government for safe storage.5 Since that is not yet available, temporary on site dry cask 6 storage is the safest and best alternative.
Of the several 7 dry fuel storage systems available we selected a storage 8 system designed by Sierra Nuclear Corporation.
This was a 9 proven system based on proven technology.
The system was 10 licensed by the Nuclear Regulatory Commission prior to its 11 installation and use at Palisades.
12 [Slides.]13 MR. PALMISANO:
This is a slide of the site that 14 Bob just went over. I just want to highlight a couple of 15 things. There are a number of considerations in siting the 16 dry fuel storage pad, and we looked at several locations.
17 Some of the considerations we included in our evaluation, 18 number one, distance from the pad to the plant itself. The 19 dry casks are loaded in this vicinity of the plant and 20 transported to the storage pad.21 Secondly, they wanted the location to allow for 22 optimal security.
This is adjacent to the plant site 23 itself, and we can provide the appropriate level of security 24 required for the pad. Thirdly, we wanted the soil structure 25 below and around the pad to have enough support and ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 K-I 2 3 4 5 6 7 8 9 10 11 12 13 14 25 16 17 18 19 20 21 22 23 24 25 19 stability to withstand the weight of the loaded casks and -the pad.All of those factors combined caused us to choose this as the optimal location for the dry fuel storage pad.With all of the criteria for placement of the pad satisfied, we had a geotechnical analysis performed for the proposed pad site by a company called Material Testing Consultants out of Grand Rapids, an independent consultant company. The analysis was reviewed by Consumers Power Company and the cask vendor.The report indicated that our current pad site would be appropriate for the pad and predicted a total slab settlement of approximately three-quarters of an inch.Compaction of the soil beneath the pad was performed to strengthen the foundation soil. Afterward we had another, yet independent consulting company, Sterniman and Associates of Southaven, perform soil compaction tests to verify the soil strength.The pad, itself, was constructed by J.A. Jones Construction Company. This is a large construction company, well established, with a lot of experience in designing and building concrete structures.
The pad construction project occurred without any problems.Our monitoring activities at the pad site is focused on the dry cask storage system as a system, ensuring ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 20 1 the proper operation and freedom from obstructions on the 2 pad and around the casks. We now also have a separate pad 3 monitoring program being developed that I will explain later 4 in a little more detail during my presentation.
5 We began using the pad for storage of spent fuel 6 last year. We loaded two casks last year, and we plan to 7 load an additional 11 casks this year. The ventilated 8 storage cask system employs a passive design with no pumps, 9 no valves, or other moving parts. The system is completely 10 sealed and the mass of the cask precludes any structural 11 failure due to a tornado, earthquake, flood, fire, 12 environmental extremes or impact fire projectile.
13 Let me get into the issues that have recently been 14 raised and get to the actual purpose for this meeting.15 [Slide.]16 MR. PALMISANO:
As you can see from this slide and 17 Bob has already mentioned, the pad site itself is located 18 465 feet from the water line of Lake Michigan, and it's 19 about 40 feet above an elevation from the water line.20 Concerns about the effect of erosion on the ability of the 21 cask to safely store spent fuel and the pad itself to 22 withstand the effects of an earthquake have been brought to 23 our attention.
24 As Bob Fenech mentioned, we made the decision to 25 enhance our previous analysis of the pad by engaging in ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 , X~ 2 3 4 5 6 7 8 9 10 11 12 13 14 C1 15 16 17 18 19 20 21 22 23 24 25 21 comprehensive technical analysis of the current circumstances that could affect the pad site with particular attention to evaluating data associated with the effects of erosion and earthquakes.
It is my understanding that the NRC has also performed a comprehensive technical analysis, independent from ours, to further supplement their past analyses and conclusions.
This is the pad site, as Bob has already mentioned.
I just want to mention that the two casks which we loaded last year are located on the left of the slide.The remaining casks are empty, awaiting to be loaded this year.Let me address the erosion issue first, and explain our findings.
As you can see from this photograph, there is a substantial amount of sand around the dry cask storage pad. This is an overhead photo. These are dunes on the South side, the East side and the North side of the pad.The pad itself, is 195 feet long and 30 feet wide. It is a three foot concrete pad with steel reinforcement, and it's immediately surrounded by a 20 foot zone of asphalt which is the yellow striped area in the photograph.
The erosion concern raised involves whether wind or rain could allow the dunes adjacent to the pad to move over the pad and envelope the casks, or if Lake Michigan could erode the soil below the pad. The objective of the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 22 1 team of engineers, led by Dr. Rolpe Jenkins of Consumers 2 Power Company and Dr. Surendra Singh of the engineering firm 3 of Sarge and Lunde, was to document any expected effects of 4 natural erosion in the area where the dry fuel storage pad 5 is built, and confirm that the storage pad would not suffer 6 any detrimental effects.7 Dr. Jenkins' team found that shifting sands have 8 not been a problem during the nearly 30 years that the plant 9 has been in existence.
The elevation and shape of the dunes 10 remain about the same as they were 28 years ago, thanks to 11 the extensive growth of trees and grass on the dunes. In 12 this photograph, and there are some photographs around the 13 room that I hope you have had a chance to look at and 14 afterwards take a look at, the dunes have heavy growth of 15 vegetation, particularly trees and dune grass.16 The comparisons that our team did for elevations 17 of the dunes near the dry fuel storage site showed that 18 elevations have remained consistent over the last 30 years.19 Again, you can see the trees and grass that exist on the 20 dunes. These keep the dunes very stable and hinder shifting 21 of sands. You can also see that the pad, again, is well 22 back from Lake Michigan, 465 feet from the lake and 23 approximately 40 feet above the water level.24 If you haven't visited the plant you might think 25 that the casks are much closer to the water than they ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14' ~ 1 15 16 17 18 19 20 21 22 23 24 25 23 actually are. You may want to come out and take a look for-yourselves sometimes, and we would certainly be glad to accommodate that.As I mentioned, there are three potential soil erosion mechanisms, lake level and wave effects, wind erosion and rain erosion. Dr. Jenkins' team erosion evaluation considered the man made shore protection near the plant. On the North side of the plant site we have a very heavy erosion protection system. This is armor stone revetment.
In fact, this is sand in front of the armor stone revetment and much of this area of our erosion protection is covered with sand that has accumulated.
The evaluation that our team did considered the shore protection, the distance to the storage pad, and the lake levels that have occurred since 1860. The highest lake levels ever recorded were at an elevation of 582.5 feet above sea level. We built the shore protection for the entire plant, to a level of 586 feet above sea level, to account for the highest historic water levels and to account for any storm surge.The lake would have to breach that stone and concrete barrier to begin eroding the beach. Even if uncharacteristically high lake induced erosion were to occur on the beach, the distance and the elevation of the pad from the lake would allow us adequate time -- and by time, I mean ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 24 1 months or years -- to employ numerous methods to calm that 2 erosion.3 Dr. Jenkins' team determined that the current 4 protection and the placement of the dry cask storage pad 465 5 feet from the lake, is appropriate to counter any threat of 6 erosion from Lake Michigan.7 In order to address the effects of wind on the 8 area surrounding the pad, the team conducted an evaluation 9 that included consulting knowledgable individuals within 10 Consumers Power Company and the Michigan Department of 11 Natural Resources Coastal Protection Coastal Program Unit, 12 which is the State of Michigan's agency responsible for 13 coastal dune issues. It is accepted that vegetation 14 increases the impact of wind on sand dunes.15 When we constructed the pad we were able to 16 maintain a great deal of vegetation in existence, as I 17 already mentioned.
All around the pad you can see trees and 18 dune grass in existence.
The dunes are heavily forested 19 with mature trees, and that helps to keep the area very 20 stable. Similarly, the shape of the pad site and its 21 proximity to the lake allows for prevailing winds to carry 22 stand inland, away from the pad site. In the event of a 23 blow out which is a crater like opening which is forced into 24 the sand dune over a period of months or years, the sands 25 again would be blown inland, away from the casks or cleared ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 25 1\__/ 2 3 4 5 6 7 8 9 10 11 12 13 14 w 15 16 17 18 19 20 21 22 23 24 25 away by our employees.
The threat of erosion as a result of rain was determined to be of less a concern than the impact of wind on the storage facility.
Dune grass and trees stabilized the ground around the pad. Any potential wash out's would be avoided by the asphalt apron which is around the pad.Again, this is the area in yellow stripe, that's a 20 foot wide asphalt apron. This will stabilize the area from surface erosion and any under mining would occur under the asphalt before it would reach the pad foundation.
Dr. Jenkins' team evaluation found that rain or wind erosion would be long term effects and could be corrected through sand removal or barrier construction if needed. However, we recognize the need to have a monitoring program for erosion of the storage facility.
Several measurement devices are installed and will be utilized to determine any vertical or horizontal movement of the storage pad. Similarly, the surrounding sand dune slopes will be periodically examined and surveyed for early signs of slope instability and any degradation.
Signs of shifting at the top of the slopes and evidence of bulging of the slopes will be checked and recorded.
We will use the information collected from those procedures to determine if any corrective actions are necessary.
ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 26 1 Along with erosion, seismic activity -- that is 2 earthquakes
-- was raised as a potential area of concern.3 Among its other good qualities the present system was 4 selected because of its simple operation and its robust 5 design that provides safe storage in all likely events. At 6 130 tons apiece, the loaded casks with their tremendous 7 mass, provide optimal protection to the spent fuel inside 8 them and the outside environment.
The storage pad was 9 designed and constructed to support the continuous load of 10 all the casks.11 In March of this year we conducted an additional 12 analysis of the dry fuel storage pad using existing data.13 Dr. Jenkins' analysis showed that the pad would continue to 14 support the casks in all likely events, including an 15 earthquake.
The analysis was extensive.
The team looked at 16 the vulnerability of the sand dune slope, the strength of 17 the ground beneath and around the storage pad and the 18 strength of the pad itself. Dr. Jenkins' analysis confirmed 19 our earlier judgment, that the pad would withstand an 20 earthquake of maximum level of intensity anticipated for 21 this area.22 In April of this year the evaluation was offered 23 to the NRC. After their review, the Jenkins' team performed 24 additional soil borings adjacent to the storage pad, to 25 further enhance the level of data to support our ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 I t ' 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 27 conclusions.
These were deeper borings at the pad location.The data collected from those soil borings was used to perform new analyses, and that analyses confirmed our earlier conclusions.
Let me explain a little bit about the soil boring process that Material Testing Consultants of Grand Rapids used to conduct soil borings. Soil boring involves drilling exploration holes into the ground and extracting soil samples at various levels or placing pressure on an instrument driven into the ground to assess soil strength at any given level. It is a process by which one can determine the density and content of the soil at specific levels and locations below the surface. Precise conclusions can then be drawn from the soil characteristics.
We were dealing with time tested and reliable techniques and information when it comes to concrete and sand. We know how the materials react under virtually all conditions, earthquakes and otherwise, and under any given load. We now have three sets of soil boring data, from 1966, 1989 and 1994. The 1966 soil borings were deep soil borings. There were taken all around the plant site but none were directly under the current pad location.The 1989 soil borings were taken directly under the pad location but they were shallower, not as deep.These borings were used to evaluate local soil compaction ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 28 1 under the pad and did not extend to the water table. The 2 1994 soil borings were deep borings, taken at the East and 3 West ends of the existing storage pad, and to a depth of 4 approximately 80 feet from the surface. The water table 5 begins at a level approximately 30 feet below the storage 6 pad and then declines to the lake level.7 We used soil boring samples above and below the 8 water table to establish a current soil profile, that gives 9 special attention to the effects of an earthquake on the pad 10 site.11 [Slide.]12 MR. PALMISANO:
This is a cross section of the 13 earth underneath the storage pad and sloping down to the 14 lake. Let me just explain very quickly here what we are 15 looking at. First of all, the heavy black line there is the 16 storage pad itself. The first layer of sand, from here to 17 here, is characterized as medium dense dune sand. The 18 dashed line here that says "WLV, that's the water line.19 That's the water line below the pad through the cross 20 section.21 The next area is very dense sand. The last area 22 is very dense silty sand. This is what the combination of 23 deep and shallow borings have shown, to characterize the 24 area below the pad.25 In our soil profile, Dr. Jenkins' team determined ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 11 12 3 4 5 6 7 8 9 10 11 12 13 14 25 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 29 that there are areas of thin localized areas of layered soil below the water table -- basically the water line there --that are susceptible to a phenomena called liquefaction.
Liquefaction occurs when violent shaking in the earth causes the ground below the water table to react more like a liquid than a solid. Liquefaction is typically associated with fine saturated sands at or below the water table. Again, Dr. Jenkins' team determined that there are thin, very localized, areas of soil susceptible to liquefaction.
Again, these would be areas that are very thin or localized, near the water line.This level of soil that is susceptible to liquefaction can withstand the continuous pressure of soil on top of it. However, like liquid, this soil may offer very little resistance to large lateral earthquake-induced shearing forces. In an earthquake soil layers can be displaced relative to one another, and can result in associated soil settlement of the soils above it.The result is that an liquefaction could provide a diminished level of support during an earthquake.
The depth of the layer, the size of the layer and the density of the other layers, helps to determine the effect of liquefaction on any given structure that it supports.
By taking samples of the soil at various levels below the pad and at numerous locations near the pad, Dr. Jenkins's team was able to tell ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 30 1 a great deal about what exists for the pad.2 The Jenkins' team analysis determined that an 3 earthquake at the pad site could result in liquefaction in 4 those thin localized areas of soil layers below the storage 5 pad and could lead to some settling of the pad. However, 6 even during an earthquake of a magnitude in excess of 7 anything likely to occur in this areas, our analyses show a 8 possible total pad settling of approximately three inches.9 In the worst of circumstances the three inches of settlement 10 would occur directly in the middle of the pad. The impact 11 on the pad would be so minimal that it would not be visible 12 to the naked eye, may not be visible to naked eye, when you 13 look at a pad of 195 feet long, 30 feet wide and a three 14 inch settlement in the center. It would be very difficult 15 to even see it's that small.16 The maximum effect of three inches of settlement 17 would be less than a three degree tilt of the pad. The pad 18 would maintain its structural integrity and the 130 ton 19 casks would remain stable and upright. Finally, Dr. Jenkins 20 also looked at the potential impact of liquefaction on the 21 dunes in the area of the storage pad during an earthquake, 22 to determine if the dunes above the pad would slope onto the 23 pad. The team found that some movement on the sand on the 24 North and South side may occur but would not impact the pad 25 or the casks at all.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 31 All of our analyses and conclusions were submitted to the NRC on May 12. We have copies of the cover letter in the back table, and the analyses itself is about a two inch thick document which we have submitted to the NRC. We have found that during any natural occurring event such as erosion or earthquakes, the storage pad will continue to support the casks containing spent fuel and our storage casks will continue to operate as designed.I look forward to hearing your questions and comments following the NRC's presentation.
We will try to answer any questions that you may have.AUDIENCE SPEAKER: Are we going to hear Mary Sinclair's side.MR. PALMISANO:
Again, I will look forward to hearing your questions and comments after the NRC speaks.AUDIENCE SPEAKER: We just have an --MR. MARSH: We will have an opportunity at the end of the meeting for questions and answers. We have a card from Dr. Sinclair.AUDIENCE SPEAKER: Didn't they make some allegations that is the reason behind this whole meeting?MR. MARSH: Yes, ma'am. That's true.AUDIENCE SPEAKER: Then, why aren't they allowed to tell us that themselves.
You are responding to questions, that we don't even know what the questions were.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 32 1 How can we have a fair picture if we don't hear Mary 2 Sinclair make her own allegations so we can know what it is 3 that you are responding to.4 MR. MARSH: Dr. Sinclair did say to us in --5 AUDIENCE SPEAKER: I think this is very unfair to 6 Us.7 MR. MARSH: She did want to make some specific 8 comments --9 [Applause.]
10 MR. MARSH: Dr. Sinclair has said that she has 11 some specific comments she would like to make, and we would 12 be glad to offer to her that time.13 AUDIENCE SPEAKER: Can we at some point or do we 14 have to hear all of the people speak first?15 MR. MARSH: Ma'am, the plan was for --16 AUDIENCE SPEAKER: I do have to work.17 MR. MARSH: The plan was for Consumers to speak.18 We have about 40 minutes worth of presentation, and then we 19 are going to have the floor open to comments and questions 20 from Dr. Sinclair or anyone. That was our thought.21 AUDIENCE SPEAKER: What we are saying is, whose 22 plan?23 MR. MARSH: We thought that up.24 AUDIENCE SPEAKER: Didn't they file, and aren't 25 they --ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 33 1 2 3 4 S 6 7 8 9 10 11 12 13 14' 15 16 17 18 19 20 21 22 23 24* 25 MR. MARSH: Yes.AUDIENCE SPEAKER: The question is before we hear the response -- this seems real backwards to hear the answer before we know the questions.
AUDIENCE SPEAKER: There's so much repetition.
MR. MARSH: I am sorry for the repetition.
You are kind of hearing duplicity in analysis.
Dr. Sinclair, are you in the audience?
If she could give us an encapsulated presentation of what her thoughts are we would not respond to that, because we want to give you a presentation on -- I think we can do that. We have a script to follow.AUDIENCE SPEAKER: Are we supposed to do that without cutting up public speaking time? Is it possible to do that without also cutting out public speaking time?MR. MARSH: There's going to be an hour and one-half of public speaking time. We won't cut that off, up until 10:00 when we lose the room. Let me continue with the presentation.
May I do that?MR. FENECH: In a one-half hour presentation we have summarized our findings and conclusions.
The conclusions that have been done have drawn on time tested and established engineering practices and principles.
We have complete confidence in the safe storage program at Palisades and invite you to come and see the storage site.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 34 1 We will be happy to answer your questions, following the 2 NRC's presentation.
3 MR. MARSH: For the NRC's presentation I would 4 like to remind you that the safety evaluation report in the 5 back of the room does have basically, the presentation that 6 we are going to give.7 Let me introduce Mr. Goutam Bagchi, who will begin 8 the technical staff's presentation.
9 DR. BAGCHI: Thank you. I am Goutam Bagchi, --10 AUDIENCE SPEAKER: Mary Sinclair can make that 11 statement now, the one we would like to hear, the 12 allegations to which you are all responding.
13 MR. MARSH: We did have this orchestrated, and if 14 you don't mind, we would like to stick to our script. We 15 have an hour and one-half allocated
--16 AUDIENCE SPEAKER: It's all orchestrated, and we 17 don't like it.18 AUDIENCE SPEAKER: We can orchestrate as well.19 It's a public meeting. We should have input. Now is a good 20 time.21 MR. MARSH: Yes, ma'am. We did have a public 22 meeting notice where we said this is what our plan was. We 23 are going to have a presentation, this is our agenda, and we 24 would like to stick to that.25 AUDIENCE SPEAKER: Yeah, but you didn't have any ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 35 1 place on there for anything we would like to add to respond.2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 MR. MARSH: May we continue with our presentation, please. i AUDIENCE SPEAKER: We will do that. Give us a period of time after you are through.MR. MARSH: Yes, we will.AUDIENCE SPEAKER: How about half hour, half hour, instead of waiting an hour and one-half.
You all get to speak for an hour and one-half and then she gets to talk. I think you have worked it out fine, for the NRC.DR. BAGCHI: My name is Goutam Bagchi. I am the Branch Chief of Civil Engineering.
I have a degree of Bachelor of Civil Engineering and Masters of Science in Structural Engineering and Masters of Science in Mechanical Engineering.
I have been a registered professional Engineer in New York, Pennsylvania and Massachusetts.
My professional experience spans about 30 years, out of which 25 years is in the nuclear field.(Slides.]DR. BAGCHI: This evening I am going to talk about the assessments that were performed by the NRC. I do need to talk about the structural capability of the concrete storage cask which is called the VSC-24.The VSC-24 is the concrete cask, and it is being ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 36 1 used at the Palisades site. It is important to understand 2 its capability so that we can have a comprehensive feeling 3 about the safety of the cask and the support pad 4 combination, the seismic hazard at the Palisades site, the 5 site stability, the lake level, wave action, wind erosion, 6 soil stability near the storage pad, soil liquefaction, 7 slope stability that are shallow and deep seeded as well.8 I am going to talk about the general site 9 stability, and the seismic hazard will be presented by Dr.10 Robert Rothman, Seismologist of NRC staff, and soil 11 stability near the storage pad location will be discussed by 12 Professor Carl Costantino, who is our consultant.
13 A few fundamental concepts with respect to the 14 cask. The cask is completely passive, it's a rugged system, 15 and it contains only reduced heat generation aged spent 16 fuel. There are many values to the nuclear material within 17 the spent fuel storage facility.
The cladding, for 18 instance, that's the first line of barrier for the nuclear 19 material, the sealed metal cylindrical container that the 20 assemblies are put together inside -- then there is a thick 21 reinforced concrete protective cask. Inside the cask there 22 is a very thick steel shell protecting the steel containment 23 itself. There is conservative radiation shielding, and 24 there are redundant vents that provide convective cooling.25 I want to describe just a little bit as to what we ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 37 1 2 3 4 S 6 7 8 9 10 11 12 13 14 K-i 15 16 17 18 19 20 21 22 23 24 25 are talking about here. This is the sealed steel container.
The thickness of this steel shell is one inch.Inside the shell itself there are spent fuel assemblies that are supported inside baskets. This is the reinforced concrete cask itself. It's 29 inches thick, reinforced by rather substantial reinforcing steel bars. That is the one and three-quarter inch thick steel shell that protects the concrete as well.This is the storage pad. The storage pad has thickness, anywhere from 24 inches to 36 inches, again reinforced.
It's the safety of this pad and how it is supported by the soil that is the focus of our independent review, and that's what we are talking about here.[Slides.]DR. BAGCHI: The word "radioactive waste facility" conjures up the vision of all kinds of bad things. So, it's very important for us to understand the difference between the dry storage cask and the radioactive waste facility.In the radioactive waste facility there is reliance on primarily natural barriers.
Impermeable clear lining is provided to prevent groundwater infiltration.
Containers are generally designed for shipping and handling loads. That is permanent storage.In contrast to that, the dry storage casks that we are talking about has engineered protection, highly valued ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 38 1 and redundant design. There is defense in depth protection 2 against unacceptable consequences, and the cask is designed 3 against extreme and highly unlikely loads. It is only for 4 the purpose of interim storage.5 Please, ladies and gentlemen, keep that in mind.6 The next few slides were indicated so that we 7 could communicate with you very easily -- nobody worries 8 about earthquake around here, so why are we talking about 9 earthquake.
If I knew that you don't have any concern about 10 earthquakes I wouldn't include some of these slides. Let me 11 go over this very quickly.12 [Slides.]13 DR. BAGCHI: The intensity of an earthquake is a 14 measure of how strongly the ground has shaken at a point of 15 observation, and it is graded from a low to high scale.16 These are called by roman numerals, I to XII. It's a 17 subjective indication of the effect of ground motion on 18 humans and manmade construction.
The magnitude on the other 19 hand, is the measure of energy release. For each unit of 20 increasing magnitude the energy release is greater by a 21 factor of 30.22 I am showing you this map for illustrative 23 purposes.
Dr. Rothman will go over this with respect to the 24 seismicity around the site. On this map I noted some 25 magnitudes of earthquakes, starting from less than one to ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 39 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 five; five was the largest ever recorded around here. Let's assume that we are talking about an earthquake at this point. That is the location where the earthquake has occurred.
That earthquake would be termed in terms of magnitude.
If you were to follow what the effect of that earthquake was at this point maybe the modified intensity of that earthquake here would be intensity four and further down it would be intensity two or less.That's the difference between magnitude and intensity.
Let's put it away, and go to another concept here.[Slide.]DR. BAGCHI: This is for illustrative purpose only. This is a naturally recorded earthquake ground motion. Here, we are talking about acceleration.
At this point velocity, and at this point displacement.
If this is recorded along a length of time, then we call it a time history. Using this time history we develop design guidelines.
Again, I want to point out, this is also for illustrative purpose only. It has no relevance to this site, just to communicate with you some of the concepts that are used in earthquake engineering design. If one were to take those time histories and use very simple oscillators that have their natural frequencies at these points and we ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 40 1 shook it by that ground motion and recorded the maximum 2 response of those oscillators, either going up or going down 3 and simply ignored the signs and put the maximum response on 4 this kind of plot, acceleration in the vertical direction 5 and frequency in the horizontal direction, then we get this 6 kind of a plot.7 For design purposes, these curves are smoothed out 8 by joining the high points. You can see that in developing 9 the design criteria there is some conservatism in developing 10 the smooth response factor.11 This is relevant for the site. The curve at the 12 top that you see is the curve that was used for generalizing 13 of the VSC-24, the casks that we are talking about. In the 14 horizontal access we have the frequencies, the natural 15 frequency of vibration.
In the vertical direction we have 16 acceleration due to gravity. If the total acceleration due 17 to gravity is 1G, then this is 100, this is 110, and this is 18 1G.19 You can see that the site response spectrum design 20 basis earthquake design spectrum is way below the licensing 21 basis for the general casks. The dry casks, as I pointed 22 out by my figure and spoken to by other speakers before me 23 as well, very rugged system. It is so rugged, that this 24 high frequency coincides at this point. To the right of 25 this point high frequencies are not amplified at all by the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 41 earthquake.
On the left hand side they amplify somewhat, but that does not affect the cask itself.The gentleman who said he does not worry about earthquake around this area is absolutely right, earthquake doesn't control the design of this cask. Eighteen inch drop, those are the design conditions that challenge the cask. The cask is so rugged.NRC in its design philosophy considers things that are even improbable, but that is the defense in depth that is built into the philosophy of NRC regulations.
We have requirements for handling the casks while it's being lifted.There are all kinds of precautions taken, procedures being written up, and even then we postulate that if there is some handling accident and the cask were to drop from the vertical position, 80 inch drop is something that the cask designer would have to consider.Similarly, while the cask is being transported in a horizontal direction, 18 inch drop would have to be considered.
The 18 inch drop produces an impact load that is orders of magnitude higher than seismic. One order of magnitude is ten times, two orders 100 times, and three orders, one thousand times.Because of this kind of loading there is a potential for damage to the concrete of the casks, no damage to the spent fuel, no adverse public health and safety ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 42 1 concern. Should such a drop occur -- there has been none to 2 date -- there is a requirement for the cask to be inspected 3 for fitness in service. If it is declared fit at that point 4 it would be put back in service. Of course, for 18 inch 5 drop there is no damage whatsoever.
6 The generic cask seismic design basis -- let me 7 emphasize again -- O2$1f, safe shutdown earthquake design 8 basis, rigid cask, very high natural frequency of vibration, 9 seismic not governing in the design at all. Let me look at 10 this emotional issue of casks tipping over.0-2g'11 The licensee has certified that atZ-5 G there is 12 no tipping over of the cask. I have reviewed the 13 calculation myself, and I have convinced myself that the 14 threshold for the tipping over of the casks is substantially 15 higher than 2.5G. Even if the cask were to tip over there 16 is no adverse consequence on public health and safety.17 AUDIENCE SPEAKER: Snake oil.18 DR. BAGCHI: Site stability.
There is no changing 19 the general condition at the site. Environmental impact 20 statement that was submitted for the reactor license is 21 valid today, as it was then. Other general site conditions, 22 lake level. The verification of the lake level under 23 extreme conditions was verified by the Corps of Engineers, 24 serving as consultants to the Atomic Energy Commission, 25 predecessor to the Nuclear Regulatory Commission.
That's ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 43 1 2 3 4 5 6 7 8 9 10 11 12 13 14`-/ 15 16 17 18 19 20 21 22 23 24 25 the basis, it remains valid today.This consideration of the lake level included the effect of long wave oscillation of the lake surface which causes wave and potential for flooding of a site. In this case there is so much margin to the pad location, that it does not even enter into the picture as a concern.As pointed out earlier by earlier speakers, shore lines are protected by rock embedment.
These rock embedment were designed by using Corps of Engineer's procedures.
Wave action is totally disappeared at the shore lines. There is a large separation in elevation and horizontal distance to the storage pad location.
There is conservative margin against wave driven erosion.Wind driven erosion, I really cannot add anymore than what was said earlier. There is little or no change in 26 years at the site. The site topography has been found to be stable. There is heavy vegetation and existing dunes.You can see from the picture we visited the site again this afternoon and re-affirmed, that is the case. On top of all of that, there is monitoring and surveying of slopes that would give an early indication of whether or not there is any potential for slope instability.
Location of the storage pad. Long term metastatic loading. The type of soil we have here, the fine sand type of soil, there is very negligible settlement after ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 44 1 construction.
It is not expected to settle on a long term 2 basis at all. There is a substantial margin on the bearing 3 capability of the soil itself. With respect to the seismic 4 dynamic loads as pointed out earlier, we have determined 5 that there will be slight settlement of soil under the 6 storage pad. I need to point out something here. It was 7 indicated that the storage pad is 30 feet wide and 195 feet 8 long. Instead of being a continuous 195 feet long strip it 9 has a complete construction joint in the middle, so it's 10 roughly less than 100 feet by 30 feet. This construction 11 joint would alleviate any potential problem should there be 12 any settlement.
13 The type of workload that can cause this type of 14 soil liquefaction and potential settlement of three or four 15 inches is five times ten to the minus five minus five per 16 year. Said another way, it's once in 20,000 years.17 Let me summarize my presentation by some key 18 conclusions.
Ladies and gentlemen, please keep in mind the 19 vast difference between a waste facility and engineered dry 20 storage casks that has been used here at the Palisades 21 storage site. We are only talking about interim storage in 22 VSC-24. The design is extremely rugged, and is not 23 controlled by seismic requirements.
It is monitored, and 24 it's observable.
25 There is no adverse public health and safety ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 45 1 2 3 4 5 6 7 8 9 10 11 12 13 14\1 15 16 17 18 19 20 21 22 23 24 25 consequence even if the cask were to overturn.
The Palisades site design basis is conservative, based on the use of most current methods, current hazardous estimates, and this will be talked about by Dr. Rothman. There is no change in size environment.
Environmental impact assessment for the reactor license remains valid today.There is substantial margin at the location of the pad from lake induced erosion, and we find no adverse consequence from wind erosion. Monitoring and surveillance of the slope provides additional assurance.
Thank you for your time.DR. ROTHMAN: I am Robert Rothman. I am the Section Chief of the Geosciences Section of the Civil Engineering and Geosciences Branch. My background is, I have a Bachelors Degree in Geology. I have a Masters of Science and Ph.D. in Geophysics.
I have been involved in the profession for over 30 years. In the last 15 years I have been involved in the evaluation of nuclear facility sites.[Slides.]DR. ROTHMAN: I would just like to reiterate what a response spectrum looks like. We are going to be looking at several of these. This is a safe shutdown earthquake spectrum that was developed for the Palisades site for its licensing, back about 25 years or so ago. This is the design basis response spectrum for the dry storage cask.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 46 1 We have frequency on the horizontal axis and acceleration on 2 the vertical axis.3 I would like to go into a little bit of the 4 background of the design basis for the Palisades site. The 5 U.S. Coast and Geodetic Survey acting as advisors to the 6 Atomic Energy Commission reviewed the seismology for the 7 Palisades site back in the late 1960's and early 1970's.8 They considered the site geology as sand dunes and 9 concluded that a modified intensity six with a peak ground 10 acceleration of one-tenth of a G could occur during the 11 lifetime of the plant, which they assumed to be about 40 12 years. They also concluded that a modified intensity seven 13 with peak ground acceleration of two-tenths of a G was the 14 maximum potential earthquake for the site. That, we now 15 call the safe shutdown earthquake for the site.16 In the construction permit safety evaluation 17 report the AEC said that the site is in a region of low 18 seismic activity and concurred on the ground motions 19 concurred by the U.S. Coast and Geodetic Survey. The 20 operating safety evaluation report confirmed this position.21 We will talk a little bit about the seismicity of 22 the site. Palisades is in the Michigan Basin of the Central 23 stable region tectonic province, which is an area of low 24 seismicity.
The largest historic earthquakes and the 25 tectonic province of the 1929 Attica, New York earthquake ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 1 5 16 17 18 19 20 21 22 23 24 25 47 which had a magnitude of about 5.2 -- and this earthquake was over 400 miles from the plant -- in 1937 they had a magnitude between 5 and 5.3. This earthquake is about 170 miles from the plant. The closest earthquake to the site had a magnitude of 3.6. It occurred on October 1, 1899, and it was about 18 miles from the site. Magnitude 3.6 earthquakes don't cause damage.[Slides.]DR. ROTHMAN: I would like to show you this map that Dr. Bagchi showed you. Here is the location of the Palisades plant. This is the 1899 magnitude 3.6 earthquake, and this is the Anna/Ohio earthquake from 1937. The Attica earthquake is way off the map, as this only shows earthquakes within 200 miles of the plant. This map was prepared for us by the U.S. Geological Survey at my request, and it shows all earthquakes that they have in their database.Considering the site geology, Palisades site is underlined by dune sand and glacial deposits of dense till, terminal and ground moraine and lake deposits.
The lake rock is a Mississippi shale, at elevation 450 feet which is about 100 feet below the surface. There are no known capable faults or active faults in the site region. A capable fault is one that is able to disrupt the surface.Active faults are those that have earthquakes or have had ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 48 1 them within the last 50,000 years.2 I would like to discuss the vibratory ground 3 motion now. That's the design basis for the plant.4 Palisades was designed, constructed and licensed before our 5 current regulations for nuclear power plants, which is Part 6 100 of the 10 CFR. It's Appendix A to that Part. We also 7 have a standard review plan that is currently in action.8 Using the current regulation and the standard 9 review plan the largest earthquake in the tectonic province 10 which cannot be associated with a known tectonic structure 11 which in our case is the 1937 Anna/Ohio earthquake which has 12 a magnitude of about 5.25, is assumed to occur at the site.13 This is a major conservatism, because we have no indication 14 at all that earthquakes occur near the site. We estimate 15 the ground motion using the 84 percentile of a soil site 16 database for magnitude 5.25 earthquakes.
17 If we do this and compare the response spectra, we 18 see that this is the response spectrum for the cask, this is 19 the original SSE response spectrum, and the lowest one is 20 the response spectrum we would get if we were to do the site 21 review using the current NRC regulation.
You can see that 22 the current results would be lower than those that were used 23 by the Coast and Geodetic survey 25 years ago.24 We also have a way of looking at the safe shutdown 25 earthquake and probabilistic space. Over the last few years ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14\K 1 5 16 17 18 19 20 21 22 23 24 25 49 the Lawrence Livermore National Laboratory has been performing probabilistic seismic hazard estimates for the NRC, and they have done all 69 sites East of the Rockies.Some safety decisions are made using -he medium probability of exceeding the safe shutdown earthquake ground motion but it's more conservative to use the mean probability of exceeding the safe shutdown earthquake ground motion.For most of the sites East of the Rockies, the return period for the safe shutdown earthquake is on the order of 1,000 to 10,000 years. Here is a plot of the probablistic median earthquakes for this site. This is the 1,000 year, 2,000, 5,000 and 10,000. You can see that the design basis spectrum for the Palisades site ranges from about 20,000 year return period up to probably something on the order of 100,000 years.Using the more conservative estimate of the return period year of safe shutdown earthquake, here are using the mean estimate of the earthquake.
We have the 1,000, 2,000, 5,000 and 10,000 year earthquake.
We can see the return period of safe shutdown earthquake for the Palisades plant ranges from about 7,500 years at high frequencies to well over 10,000 years at longer periods or lower frequencies.
In conclusion, we can say based on our probabilistic estimates there is negligible likelihood of the ground motion at the site being larger than the SSE.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 50 1 Even if we were to use the current regulation the safe 2 shutdown motion determined in the late 1960's is still 3 appropriate for the Palisades site.4 DR. BAGCHI: Next, Dr. Costantino.
5 DR. COSTANTINO:
Being the last speaker, I will 6 try to go through this fast. I know that you have other 7 interests.
To establish pedigree here, I am a Professor of 8 Civil Engineering at City University of New York. I have 9 been a professor for some 30-odd years, I think. I have 10 been active in the seismic field for an extensive number of 11 years.12 We were asked to take a look at the data 13 available, with Brookhaven Labs and see if we could make a 14 judgment on the potential effect of an earthquake or design 15 basis earthquake on both liquefaction potential, potential 16 damage to the pad, and potential slope stability.
I would 17 like to quickly summarize some of the findings.
Some of it 18 may be a little repetitious, since you have heard some of 19 the other information presented by Consumers.
20 The topics we were asked to look at are 21 liquefaction potential of the soils under the pad, potential 22 settlement effects from the shaking if there will be 23 settlement, and the question is how much for a given design 24 earthquake and what causes the settlement.
Then, a 25 potential local stability failure of the slopes immediately ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25.51 adjacent, and look at the possible deep seeded effects, canr the pad move out into the lake and that kind of situation.
The basis of the information we had and the basis we used to make the judgments really come from a set of borings that were provided to us. You heard the description of what a boring was. Basically all it is, is a description of the soil under the plant. Based on the samples and the effort it takes to drive the samples we have an estimate of the strength of the soil under the plant.The borings that we have available are a number of borings which were taken a number of years ago, together with these two recent borings, one taken on the East side of the plant of the pad and one on the West side of the pad.Here is Lake Michigan.
These dimensions are several hundred feet between boring lines.If you look at all the boring data in this vicinity the only borings that show a potential problem or indicate potential softness are these two borings on the east side of the pad. There is no significant softness indicated in any of borings taken west of the pad, between the pad and the lake.As an example I make this little computer plot.Basically, this is the two new borings and this is the old boring close by.AUDIENCE SPEAKER: Much too boring.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 52 1 DR. COSTANTINO:
No, I want to show you something..
2 Obviously, you are not going to see the numbers. Here is 3 the groundwater table. This is the loose dune sands above.4 These are the stiffest soils, which we are not concerned 5 with. It's only in these two borings we have strengths 6 which are low enough to be of concern, obviously.
7 We looked at that. Based on that data we looked 8 at a series of issues. One was a settlement potential.
We 9 concur with the estimate made by Sarge and Lunde. The 10 estimated settlement, we don't see any potential impact on 11 settlement greater than three to four inches underneath the 12 pad. we then looked at a series of potential slope 13 failures.14 These are the North/South slopes. We also looked 15 at an East/West slope. Here is the pad and here is Lake 16 Michigan, and we were interested in can we realistically 17 consider a major slide. We also looked at a variation of 18 that East/West slope where this is a South/East, 19 Northeast/Southwest, where there was going to cut out for 20 temporary construction and temporary structures located at 21 this elevation, can we have major concern with that slope.22 Just to summarize, and I won't go through too much 23 of the detail since you are anxious to get on with these 24 other questions.
The conclusions are, number one, 25 settlements are no greater than three to four inches. We ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 53 can expect under the design basis earthquake shallow failures.
On the Southwest slope would reasonably expect a failure to move the slope out about ten feet, move it in toward the pad about ten feet. Fortunately, the pad is maybe 75 feet from the crest of the slope, so we don't see that as having a major impact on the slope.The deep seeded effects and safety factors, the demand capacity ratios for the design basis earthquake are greater than 1.3 in the East/West direction.
The typical values used in the industry for years is 1.1, so we would have no particular concern with the deep seeded earthquakes in the East/West direction or the pad slipping out into the lake.In the North/South directions, I will put up on little figure. We were interested in deep seeded earthquake.
We made some conservative estimates of potential liquefiable zone. This would be a classic deep seeded failure. This is the North side slope. The pad sits over there. Fortunately, existing in that evaluation is the South side slope which acts as a counterbalance to the North side slope.The conclusion is, we don't expect for the design base earthquake to have a significant impact on deep seeded liquefaction or deep seeded liquefaction failures of the slopes adjacent.
We do expect on the design basis ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 54 1 earthquake, some shallow -- five to ten feet, which don't 2 appear to be significant from the pad's perspective.
I 3 think that would summarize the basis of our findings.4 MR. MARSH: Thank you, very much. I would like to 5 first emphasize that the technical work that you have heard 6 tonight has been totally developed independently from the 7 licensee's assessment.
The NRC has used the data that the 8 licensee has developed but the technical work that was done 9 by Brookhaven and by the City University of New York has 10 been totally independent.
11 Although the answers are the same these were done 12 completely
-- in fact, this evening is the first time the 13 licensee has heard our presentations, our technical work and 14 likewise, this is the first time that we have heard the 15 licensee's technical work.16 At this point, let me turn over the meeting to 17 you, to hear any questions or concerns that you have. We 18 did not get any cards aside from Dr. Sinclair, that said she 19 has a prepared list of comments.
Do you have a card, sir?20 AUDIENCE SPEAKER: Isn't she going to speak?21 AUDIENCE SPEAKER: I can make a presentation.
22 AUDIENCE SPEAKER: There are people who wish to 23 speak but haven't written out a card.24 MR. MARSH: That's not necessary, ma'am. You can 25 step up to the microphone and give your question.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 55 MS. SINCLAIR:
I brought a series of questions but also some background, because all of this is very confusing and very complex. I have tried to summarize what actually has been going on so that you have a better picture when you leave here tonight of the whole story.In order to correct the record that was set forth in the draft safety assessment that you will find in the back of this room, I would like to point out that in the first letter that Mr. Zwolinski wrote to me to say that they had decided to do this study, he said that I had called someone in the NRC in March of 1993, expressing concerns about the specifications for the storage pad.But in the draft statement it says that it's because I made a call in July of 1993 to someone in the NRC expressing concerns about the storage pad, that they had gone ahead with it. So, I think they should try to clarify that in their own records. I have no recollection of either call, although I have called about a lot of things.However, I want to make this point. Many months before this cask was licensed which was in April of 1993, I had raised questions about the cask storage pad being in a shifting sand dunes area. Months before the cask was licensed I had asked for specifications of the storage pad from every source with some responsibility for it, and I was denied an answer. It is much before this period of time ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 56 1 that these questions were raised and we had no answers.2 The Michigan Department of Natural Resources which ~-'3 issued a permit that designated this site as a high risk 4 erosion area said, it was not their responsibility to tell 5 me or to specify anything for the site because the Nuclear 6 Regulatory Commission preempted all those decisions.
So 7 then I called Mr. Frederic Stertz of the NRC to ask him in 8 what report I might find those specifications.
He said that 9 that was not NRC's concern, because VSC-24 cask that they 10 were licensing was a generic cask and it could go anywhere, 11 and that the site was not important.
That was all left up 12 to the utility.13 So, I went to the site, Palisades Plant in the 14 fall of 1992, about eight months before the cask was 15 licensed.
I asked the engineer who showed me around if he 16 could tell me where the construction plans and 17 specifications for the storage pad could be found. He said 18 many private contractors had worked on the pad and that the 19 information was not available to the public.20 This is just one of the numerous kinds of 21 questions that citizens have attempted to ask about the site 22 but these questions were not answered during the comment 23 period because the NRC maintained that the site was not 24 important, this was a generic cask, therefore, the questions 25 did not need to be answered in detail.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 57 I have also prepared a statement, and then I have some questions.
My statement is to give you further background on what is happening here. This is really a very strange meeting that we are attending here tonight. The casks for the dry cask storage facility at Palisades have been licensed as generic casks for over a year, and two casks are loaded. A generic cask means it can be placed anywhere because the site is of no particular significance.
These casks have been licensed only for storage of high level nuclear waste which will be highly toxic for centuries.
It is one thing for them to say this is just interim storage, it is another thing for you to know that they are licensed for storage only. There is no provision for offsite transport.
Of course, there is no repository to ship it to.NRC's action at Palisades could result in 18 high level nuclear waste dumps being established on the shores of the U.S. side of the Great Lakes as watershed with no public comment or input permitted after this procedure is over.Attorney General Frank Kelly of Michigan, Lake Michigan Federation and Don't Waste Michigan, are in the middle of a lawsuit against the NRC for denying the public an opportunity for a public hearing on the construction of these casks before they were licensed.Such a hearing would have required a full ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 58 1 environmental impact statement to be prepared and such a 2 hearing would also have required a careful review of the 3 site of the nuclear storage pad at Palisades on which the 4 cask was to be placed. Having denied such a hearing for 5 almost two years before the VSC-24 cask was licensed, now 6 the NRC is assuring us that it has decided within recent 7 weeks to make an independent evaluation of the site and has 8 hired its own consultants to do it.9 The NRC is making this claim a year after the 10 agency licensed this cask as generic. The fact is, the NRC 11 in preparing this report had a vested interest in affirming 12 their licensing process. Any decision is under a great 13 burden when it is made under these conditions.
That is, 14 where the credibility of the agency to license and regulate 15 this dangerous technology is at stake and where millions of 16 dollars have already been spent on this project.17 Its claim to be objective or independent becomes 18 questionable.
The study was also done in haste. The 19 consultants first came to the site the first week of April.20 Now, by the middle of May, a period of six weeks, they have 21 come up with a sizeable document that purports to be a 22 definitive study of one of the most unique and complex 23 geologic environments in the world, Lake Michigan's famous 24 sand dunes.25 However, now that the NRC has reviewed the site ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950
-1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 59 with its consultants the agency has in effect conceded a central issue of our lawsuit. That is, this is a unique environment of great importance to many people, and should have had a site specific evaluation.
The NRC sent their letter to the Court of Appeals stating that it was making an independent assessment of the Palisades dry cask storage site. By this action the NRC itself has opened the door for new issues to be raised by all parties in the lawsuit. We do have some very important new issues to present to the Court.To name only a few, for example, Mr. Adamkas in December of 1993 -- he's chief administrator of Region III of BPA out of Chicago -- wrote to James Taylor of the NRC, asking for more environmental information because of the importance of Lake Michigan and the Mississippi River as natural resources for the whole nation and the source of drinking water for millions of people. This action supports our position, that a site specific NEPA review was required.This letter was sent to the Court by our attorneys as one of our new issues.We can now also advise the Court about two important in depth studies that were made of the Palisades area. The U.S. Army Corps of Engineers made a study of all the Great Lake shoreline at the request of the International Joint Commission.
The Court designated a considerable ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 60 1 stretch of the shoreline near the Palisades area as a high 2 risk erosion area stating: "Erosion and bluff recession will 3 continue regardless of lake level controls or structural 4 shore protection measures." 5 In 1988, the State of Michigan's Low Level 6 Radioactive Waste Authority also ordered an in depth study 7 to be made of all Michigan reactor sites including Palisades 8 by an independent consulting firm in Ann Arbor, Michigan.9 The State was attempting to find a site for low level 10 radioactive waste facility which Michigan was still a member 11 of the Midwest Compact. The study found that none of these 12 reactor sites was suitable for such a facility, in part 13 because they would not meet NRC's siting objectives and 14 criteria and the overall goals of NRC's performance 15 objectives.
16 The conclusions of both of these studies appear to 17 directly contradict the findings of NRC's draft safety 18 assessment which is being discussed here. These facts 19 indicate that a public hearing with the opportunity to 20 evaluate through cross examination these conflicting data 21 should certainly be in order. It also demonstrates the 22 value of a public hearing on important site specific issues 23 before huge amounts of money are spent and some unfortunate 24 actions have been taken.25 In addition, we can now raise questions about ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 KU 1 5 16 17 18 19 20 21 22 23 24 25 61 whether the VSC-24 cask was indeed a generic cask as is claimed and as it was licensed.
We can point to the fact that at both reactor sites where there are plans to use the VSC-24, at Point Beach in Arkansas I, changes must be made to the cask design in order to be able to use it. The vendor, Sierra Nuclear Corporation, has asked the NRC for permission to amend the certificate of compliance for the VSC-24 to make those changes.In fact, for Arkansas I, Sierra Nuclear Corporation has asked for an exemption to 10 CFR 72.234, in order to be able to go ahead and construct casks according to a different design, to accommodate the longer fuel at the reactor and to meet the timetable of the utility and its spent fuel problem. The exemption was granted. This exactly repeats what happened at Palisades, where an exemption was granted to allow these casks to be built before there was a first certificate of compliance for these casks.The NRC does not know how to accommodate these necessary changes in design, and still claims that they have licensed a generic cask that is under study by their lawyers at the present time.In addition the vendor,-SNC, submitted Revision 1 to the safety analysis report in on June 14, 1993, less than one month after the final rule licensing the VSC-24 cask was ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 62 1 issued, which would indicate that all the safety 2 considerations had not been resolved prior to releasing the 3 cask for loading it at Palisades.
4 Earlier, in August cf 1992 during the comment 5 period for the VSC-24 cask, the NRC attempted to raise some 6 technical and safety questions with the vendor but they were 7 told by the vendor that he would prefer to have the design 8 approved as is and as soon as possible in order to complete 9 his work at Palisades.
Obviously, he was accommodated by 10 his regulators, the Nuclear Regulatory Commission.
In other 11 words, the casks were licensed before all the safety 12 questions were resolved.13 It becomes increasingly clear that NRC's licensing 14 procedures for dealing with high level nuclear waste 15 disposal are in disarray.
With so many requests for changes 16 in the design to suit unique site specific requirements at 17 other reactor sites, it plainly does not have a generic cask 18 for high level nuclear waste disposal and for a good reason.19 U.S. reactors are of so many different designs and they have 20 different fuel types and vary so much in how they are 21 constructed on site, that a generic cask system apparently 22 cannot be designed to accommodate all these differences.
23 Nor do we have a generic environment in this country. It is 24 highly diverse and it must be respected if we are to 25 survive.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 K>1 15 16 17 18 19 20 21 22 23 24 25 63 This is what the NRC should be telling Congress -that high level nuclear waste dangers and toxics for centuries cannot be licensed generically.
Then, there were some things mentioned that I would like to go over.[Applause.]
MS. SINCLAIR:
There was a great deal of talk about earthquakes but never once in anything that I have written or any comments I have made or questions I have asked, have I ever even used the word. I called Mr.Zwolinski when he wrote me the first letter and I said, why are you studying earthquakes.
I don't recall anybody raising that as an issue. Apparently, they decided to raise it.I just want to say that all this discussion about earthquakes is not something that we brought in here.The other thing is that these casks have never been built or tested before. The first time that they were going to be used at Palisades
-- they were built before there was a certificate of compliance which would have established their criteria for construction, and this is one of the aspects of our lawsuit.They keep saying that this is interim storage, but the fact is that there is no offsite provision for transport.
There's a GAO study that says they can license ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 64 1 these casks or the spent fuel for 140 years, which is a 2 pretty long time. I do have some questions.
In order to 3 give everybody else a chance, I will hold off on them. I 4 appreciate this opportunity to make a statement, so that 5 everybody understands what's going on a little bit better.6 Thank you.7 [Applause.]
8 MR. MARSH: Dr. Sinclair, as you were giving your 9 comments I was trying to jot down the things that you were 10 saying, and it became obvious that what we need to do is to 11 look through the transcript and think carefully about what 12 you have said, and to assure that we have addressed them.13 Many of the things that you have said are, of course, the 14 subject of the lawsuit. Many of them are also things that 15 you have written to us in your April 20 letter.16 Many of the issues, we believe we have answered to 17 our satisfaction.
We will go back to the record to make 18 sure that we will appropriately address your concerns.19 For example, the letter that you referred to going 20 from the Environmental Protection Agency Regional V 21 Administrator to Jim Taylor regarding the need for an 22 environmental impact statement, I know the agency thought 23 about that very carefully and wrote a detailed response back 24 to the Regional Administrator for the Environmental 25 Protection Agency outlining our process for the generic ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 65 1 2 3 I 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 rulemaking and outlining what licensees must do, the need and justification for it.I know that we are on record as responding to the Environmental Protection Agency.As to some of the reports that you referred to, the Corps of Engineer Report and the Low Level Waste Repository Report, we know these are reports that are relevant and we intend to address those reports in our final safety assessment.
So, please be aware of that.AUDIENCE SPEAKER: Are you answering questions and comments?MR. MARSH: She read her statement, ma'am. The whole meeting is being transcribed.
It will appear in the transcription.
Our intent is to go back through carefully and make sure that we hit each one.We have gotten some cards for some questions, in addition to Dr. Sinclair's.
If you have any more, Tony Hsia and my staff will bring them up. Let me read the ones that I have.Is there any research being done which could utilize the spent fuel for a use purpose thus eliminating the need for casks all together.
There have been some studies done by the Department of Energy. I am not sure the success of those studies to date. They involved basically putting spent fuel back through other types of reactors and ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 66 1 seeing whether they can be made into some different type of.2 substance.
3 Perhaps members of the staff could help me, if any 4 more detailed studies are known.5 MR. HAUGHNEY:
I think the main problem with the 6 research for the use of spent fuel is, most of it focuses on 7 reprocessing either directly or by a slightly different 8 means. You are still left with the highly radioactive 9 fission products or at least most of them, and perhaps even 10 some of the elements above uranium on the atomic table.11 Although you may be able to extract certain useful 12 elements that could be of use in a variety of activities or 13 undertakings, you still end up basically with spent fuel but 14 perhaps in a different form, and must dispose of most of 15 that material.
I don't ever want to turn off the idea of 16 research, but as a practical matter it hasn't paid off.17 From my own, personal view, it's not very promising.
18 MR. MARSH: Thank you.19 AUDIENCE SPEAKER: Just a couple of 20 clarifications.
At one point we heard that the pads was 21 briefly -- and then we heard that it was between two and 22 three feet thick.23 MR. MARSH: Let me explain that.24 AUDIENCE SPEAKER: That is uneven. You are 25 unclear, and that could be dangerous.
Point one. Point ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 67 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 two, even though earthquakes were not in issue, the 1937 earthquake in Ohio is not the most recent. There was 5.0 to 5.1 in the mid-1980's.
Third, it seems to me that the celebrated 465 feet to the shores of Lake Michigan that we heard often and we are supposed to be reassured about didn't-- I don't believe that 400 feet is an important amount for the substances that we are dealing with.I also want to point out that a 30 foot water table is not 465 feet, it's 30 feet. That is connected to Lake Michigan.MR. MARSH: Let me start from the beginning, if I can, and please help me if I go astray. With respect to the cross section of the pad, you have heard it referred to from three feet thick to 24 inches thick. In fact, the cross section of the pad does change. At the edges, in a cross section perspective, it is three feet thick. Then, it becomes thinner and in the center part of the pad it's 24 inches thick.In a cross sectional sense it's not constant.AUDIENCE SPEAKER: It becomes --MR. MARSH; Looking at it from a cross section, if it's 190 feet long and it's 30 feet wide, taking a slice through the 30 foot way it varies from three feet to 24 inches.AUDIENCE SPEAKER: The casks are then resting on ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 68 1 two feet and not three feet.2 MR. MARSH: They in fact rest on a variety of 3 thicknesses.
It starts at 36 inches and works its way over 4 to 24 inches.5 DR. ROTHMAN: As far as the size of the earthquake 6 we use, we use the largest earthquake in the central stable 7 region, irrespective of when it occurred.
You are reaching 8 a 5.0 and 5.1. We used 5.25, which is larger than that. We 9 take the largest one, not the most recent.10 MR. MARSH: In fact, if there are more recent ones 11 that were larger on a design basis for the cask or for the 12 site, we would have to reassess the whole design basis for 13 the cask, the site, et cetera. We did take the most 14 conservative one we could.15 With respect to the water table's location and the 16 475 feet, I believe the cask has been fully evaluated to 17 ensure that it will not leak any of its contents out of 18 itself down through the pad and down to the water table.19 That, to our understanding, has been fully evaluated.
20 I do have some more cards to get to, if I can.21 AUDIENCE SPEAKER: I am usually brief. My name is 22 Tanya, and I am Michigan Director of the Lake Michigan 23 Federation.
I would like to make a couple of comments, and 24 then I have a couple of questions that I would like 25 addressed in writing if possible and orally tonight also.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 69 1 2 3 4 5 6 7 8 9 10 11 12 13 14 w 15 16 17 18 19 20 21 22 23 24 25 Number one, I guess I would like to point out, if.you would like public participation which I am not really sure about, you need to make sure that we know where this meeting is, whether it's -- I knew where it was because I was here last time.MR. MARSH: What did we do wrong? Did we not --AUDIENCE SPEAKER: It was Lake Michigan College which is several buildings, and that can be people late if they are in the first building trying to figure out where it is. You need to make sure you specify which room it is and then you need to have signs.MR. MARSH: We apologize for that.AUDIENCE SPEAKER: You had a couple of signs in here but the door that I came in there were no signs. If you are interested in public participation, make sure we know where the meeting is.MR. MARSH: Thank you.AUDIENCE SPEAKER: Next, and this is a comment related to the NRC presentation.
I am sorry, I have been to many public meetings in the rather short time that I have been involved in environmental issues, that's gibberish.
You don't get up and show charts and acronyms and expect people to understand.
I guess I am concluding that you didn't want us to understand.
You are going to put an expert up there with 30 ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 70 1 years of experience, that's going to say a lot more than the 2 charts. That is totally unacceptable and unappreciated.
3 As far as Consumers, --4 MR. MARSH: May I respond to that?5 AUDIENCE SPEAKER: To me, that's just an opinion.6 I don't really think that we need to debate it. That's an 7 opinion of someone who is out in the community going to 8 meetings.
That's the opinion of someone who puts on 9 workshops and holds conferences and doesn't really set out 10 to insult people who come to the meeting, which I think that 11 insulted us. We had to sit through graphs and gibberish.
12 I think you expected us to feel kind of dumb.13 There's this expert up here who knows what he's talking 14 about. I think we relied on experts long enough, and most 15 of us have a lot of common sense. That's not something I 16 want to debate that's an opinion, and I hope you will take 17 my advice.18 Related to Consumers presentation, in the recent 19 meetings that I have attended with Consumer presentations I 20 don't think I have ever heard the word safety used as much 21 as tonight. It's a lot better than a recent meeting where I 22 heard your vice president say that some of your safety 23 problems were related probably to the fact that you focused 24 more on competitiveness than safety.25 I am glad that you are talking about safety, but ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 71 1 2 3 4 5 6 7 8 9 10 11 12 13 14\~15 16 17 18 19 20 21 22 23 24 25 talking about safety is not a substitute for safety itself..You are getting a lot better at this. As far as I am concerned, it's still talk. I think we need to see your feelings about safety reflected in your actions.I do have a question.
I am trying to figure out, is the Jenkins team the same as the independent team in your conversations?
MR. PALMISANO:
You are talking with respect to the NRC's independent team?AUDIENCE SPEAKER: In respect to, you said you had an independent team working on your analysis and you had a Jenkins team.MR. PALMISANO:
I used the word independent several times. Material Testing Services, before we built the pad and independent company did soil compaction test.The Jenkins team supported by Sarge and Lunde repeated analyses.
We did analyses in March and we did separate analyses in April. That was basically done by the same team.I used independent principally with respect to the construction of the pad, soil compaction tests and to differentiate between the March 1994 and April 1994 analyses.
The same group of people did the March and April analyses for Consumers Power Company.AUDIENCE SPEAKER: Did they do this for free, or ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 72 1 were they hired by somebody.2 MR. PALMISANO:
The analyses were led by Consumers 3 Power Company employees, Dr. Rolpe Jenkins, supported by 4 technical expects from Sarge and Lunde under contract, yes.5 AUDIENCE SPEAKER: They were people that were 6 hired by you.7 MR. PALMISANO:
Consumers Power Company did the 8 analyses and is responsible for the analyses, and we bring 9 in the technical expertise to assure that we have the 10 appropriate expertise for the analysis.11 AUDIENCE SPEAKER: I guess I was confused when you 12 said it was an independent team. To me, that's different 13 than someone that is hired by you. I have a couple of 14 questions.
One of them is, with whom did NRC consult with 15 during the six week study.16 MR. MARSH: Let me ask Dr. Bagchi to respond to 17 that.18 DR. BAGCHI: Brookhaven National Laboratory.
19 AUDIENCE SPEAKER: That's who you consulted with?20 DR. BAGCHI: Yes, the contract that we had, and 21 Professor Costantino.
22 MR. MARSH: Who is the subcontractor at Brookhaven 23 National Lab.24 AUDIENCE SPEAKER: It was only six weeks, too. Is 25 there a list of parties consulted somewhere that I can get ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 73.`11~1 2 3 l 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 hold of?MR. MARSH: I believe our safety evaluation has the author and the author's report as supplements to them, and they are both here this evening.AUDIENCE SPEAKER: That would be a complete list of parties consulted in this six week review?MR. MARSH: I believe so.DR. BAGCHI: That's correct.AUDIENCE SPEAKER: Was public comment sought during any time of the review?MR. MARSH: No. Beyond this evening having our safety evaluation report published as a draft safety evaluation and beyond you giving us feedback, that really is giving us feedback on the safety evaluation report. As we say, we do intend to --AUDIENCE SPEAKER: That is after the fact. I think you need to --MR. MARSH: It is draft, please understand that it's draft.AUDIENCE SPEAKER: When you conduct a review and give out your findings and then we have the opportunity to respond, that's after the fact. That is not public participation during the process. That's not true public participation.
That's the same way with a lot of the things that ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 74 1 we work on. There is a Superfund Site and companies and 2 agencies have worked for two and three years and come up 3 with their opinions on something, and then expect the public 4 to change their minds in 30 days. This is after the fact.5 Public comment was not sought during the six week 6 review.7 MR. MARSH: I just have to say again, please, this 8 is a draft safety evaluation report. We are seeking your 9 thoughts and comments on this issue. We have said that we 10 will respond to those in our final safety evaluation report.11 AUDIENCE SPEAKER: I guess I just need to know 12 during the six week review period.13 MR. MARSH: No, ma'am, we did not have time.14 AUDIENCE SPEAKER: Then, what documents
--15 MR. ZWOLINSKI:
May I add, we did receive during 16 the last six weeks, additional information from individuals 17 such as Dr. Sinclair that we have not had an opportunity to 18 disposition.
19 AUDIENCE SPEAKER: Was it solicited?
Was it asked 20 for and solicited?
21 MR. ZWOLINSKI:
I believe in a telephone 22 conversation with Dr. Sinclair I explained the process that 23 we intended to undertake, and should she have any 24 information she would like to share with us we would 25 certainly take it under very aggressive interpretation and ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 75 1 2 3 4 6 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 in so many words I want to disposition it one way or the other.We have not had an opportunity to review a couple of the documents that she has referred to this evening and referred to in her letter to me of April 20.AUDIENCE SPEAKER: You did ask a number of the public for comments.MR. ZWOLINSKI:
An individual that we happened to be discussing the issue with, that's true.AUDIENCE SPEAKER: What documents were reviewed, and is there a public list of the documents that are reviewed?DR. BAGCHI: There is a list of references in the draft safety assessment, and that's available for your information.
AUDIENCE SPEAKER: That's a comprehensive list of documents reviewed?DR. BAGCHI: The documents that formed the basis of our judgment and use.AUDIENCE SPEAKER: Did the 1979 EIS address erosion and earthquakes?
MR. MARSH: Maybe Charlie Haughney can help me on that, I am not sure.MR. HAUGHNEY:
The 1979 Environmental Impact Statement
-- are you talking about the generic environmental ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 76 1 impact statement for spent fuel storage?2 AUDIENCE SPEAKER: The one that all the 3 environmental assessments to date refer back to, as far as 4 being an adequate environmental impact statement.
Did 5 either of them address erosion and earthquakes?
6 MR. HAUGHNEY:
If the generic one which was the 7 basis under which we first wrote Part 72 for spent fuel 8 storage, it was designed without any sites. It was a 9 nationwide thing, like any other generic environmental 10 impact statement.
11 AUDIENCE SPEAKER: So, it did not?12 MR. HAUGHNEY:
The point is, it wouldn't have 13 talked about a particular site. It certainly talked about 14 seismic design of spent fuel because we have seismic 15 criteria in the rule, we have tornado and other types of 16 natural phenomena.
The site specific EIS analysis of those 17 kinds of natural phenomena you would find in the 18 environmental impact statement supporting the operating 19 license to the reactor plant.20 AUDIENCE SPEAKER: Last question is, how do your 21 findings of this six week study relate to your other, 22 earlier, environmental assessments?
23 MR. HAUGHNEY:
This review is a safety review for 24 a particular allegation of a potential safety problem. At 25 first flush it doesn't have a direct connection to the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 77 1 K>_/ 2 3 4 5 6 7 8 9 10 11 12 13 14 is 16 17 18 19 20 21 22 23 24 25 environmental assessment.
AUDIENCE SPEAKER: I have two additional comments.Like I said, I will be brief. One is, I live along the Lake Michigan Shore line, not in the dunes, but I know people who do. In fact, I know someone who, in the last ten years, lost 70 of their 158 frontage.
That has no relation to the charge that you have on there. You have to look at what is happening on the shore line and relate that to Palisades.
Last of all, I would urge you to make a real commitment to public participation.
It's not after the fact comments, it's not presenting us with a lineup of experts and trying to make us feel stupid. I think we are beyond a lot of that at this point. This is the 1990's, as my son tells me. I think we really need to look at how we make these decisions, and you need to involve us in a real way.MR. ZWOLINSKI:
The format for the last six or seven weeks was pretty much our making, the NRC's making, and we attempted to include the public as best we could. In so many words we felt a draft safety evaluation provided to the public at least was communicating preliminary views.As we are.stating expressly, we are looking to turn over all stones and not proceed without a stone unturned.AUDIENCE SPEAKER: But you have to understand when you come up with findings, that's pretty conclusive.
It's ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 78 1 going to be very difficult for members of the public to come 2 up here and dispute that, especially when probably most of 3 the media is gone by the time that we speak.4 MR. ZWOLINSKI:
Much of the analysis seems to 5 support that the pad cask arrangement is certainly 6 acceptable, I agree with that comment.7 AUDIENCE SPEAKER: What I don't understand is, 8 it's like you can't have it both ways. Like Mary Sinclair 9 said, you can't think we are going to abide by a generic 10 siting and then turn around and do something minimal like a 11 six week study. Either abide by your generic system or do a 12 full fledged environmental impact statement that would 13 certainly take a lot more time and would involve the public, 14 as it should.15 MR. ZWOLINSKI:
But as you have heard this evening 16 what occurred was, questions were raised about the adequacy 17 of the siting of this particular facility, to the extent 18 that we chose to undertake a site specific evaluation.
19 Recognize, this is the first time the general license was 20 used. The licensee had performed its own evaluation.
It 21 had a certain scope and depth. We chose to perform our own 22 assessment just to better understand and characterize what 23 is actually expected of a utility in performing these types 24 of assessments.
That's another reason why we did our own 25 assessment which, by the way, is very unusual.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 79 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 17 18 19 20 21 22 23 24 25 AUDIENCE SPEAKER: I know, but I still don't understand why you didn't do it several years ago when the issues were raised. It's not as if they are brand new issues. What is wrong with doing a complete environmental impact statement and really involving the public as they need to be. People are just tired of having decisions handed down to them.MR. ZWOLINSKI:
We certainly don't mean to talk down to anyone. Unfortunately, some of our staff experts may talk over people's heads, including our own sometimes.
I will accept that criticism, and next time we will do a better job in that particular area.AUDIENCE SPEAKER: To tell you the truth --MR. ZWOLINSKI:
We are attempting to solicit your views as a citizen of the area, as well as everyone else.AUDIENCE SPEAKER: I guess the last thing I wanted to say is, they could be saying anything up there and we would be looking at it and saying maybe yes, maybe no. It really is pretty meaningless.
I do hope that you look to involving the public in a true sense.MR. ZWOLINSKI:
Thank you for your comment.MR. MARSH: I do have a couple of cards that I would like to read, if I can. What physical protection is provided from the more likely unnatural hazard similar to bombing of the World Trade Center during the long term ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 80 1 anticipated "temporary" storage for the VSC-24 casks at -2 Palisades.
3 Specifically, what protection has been provided to 4 the high level radiation material from a car bomb detonated 5 adjacent to the pad, and armor piercing shell fired from 6 atop the adjacent sand dunes from a bazooka or portable 7 rocket launcher or fired directly from the lake, or overhead 8 ariel bombs from helicopters.
The resultant Chernobyl-like 9 scattering of high level radiation material could be 10 catastrophic to both Lake Michigan and much of the county.11 In today's world's prudent engineering design 12 requires defensive design and construction methods when 13 potential large scale catastrophe would otherwise result.14 The long term "interim temporary" storage of high level 15 radiation material in the VSC-24 casks is a classic case 16 where such design and construction is a necessity but 17 apparently completely lacking at present.18 We were discussing earlier the security measures 19 that are taken at the Palisades site in the vicinity of the 20 cask. In partial response to these comments, you need to 21 know that the pad itself is part of the protected area and 22 is bounded by barbwire.
It has intrusion alarms and other 23 protective measures to ensure that any encroachment would be 24 found.25 Some of the issues you discuss though, about bombs ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 K> 1 2 3 4 5 6 7 8 9 10 11 12 13 14\ i 15 16 17 18 19 20 21 22 23 24 25 81 at the World Trade Center, the agency is looking very carefully at its requirements in terms of protection against car bombs, et cetera, partly because of the World Trade Center and partly because of the Three Mile Island situation.
We are not done with that yet. That's before the Commission.
There is a variety of things that are being considered.
Rulemaking and modifications to the requirements in terms of how the plants would have to protect against car bombs are being considered.
Mr. Fenech, can I ask you to supplement anything I have said about the security measures in response to this question?
I don't want to answer it, because I know there's more than the plant has than I am prepared to address.MR. FENECH: I think you have addressed it well.Of course, we consider information specific to our security, safeguards information, and are not at liberty to discuss any specific information.
We have a very comprehensive security plan. We follow that plan. I have been at military establishments, and I know that the security measures we have at the nuclear plants rivals most military establishments I have seen.It's an aggressive plan, and consistent with everything you have said, Tad.MR. MARSH: Thank you. We got several questions ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 82 1 from you for Consumers as a whole. Can I ask Mr. Fenech and 2 your staff to address those.3 MR. FENECH: Yes. The first question is, despite 4 what Consumers Power says, nuclear power is not safe.5 Chernobyl has demonstrated this very well. Why has this 6 company not explored a comprehensive plan to reduce 7 electric consumption and thus eliminate the need for this 8 plant and every other plant like it.9 Consumers Power has in the past and will continue 10 in the future, to explore use reduction.
We spent between 11 the years of 1991 and 1993 approximately
$100 million in 12 these types of programs.
The Michigan Public Service 13 Commission recently approved the expenditure of some $30 14 million a year toward the same use reduction.
15 Nevertheless, the growth of Michigan's economy and 16 electric usage is projected despite the efforts in 17 conservation to increase that approximately two percent a 18 year. We see an increase in these rather than a decrease.19 The next question I will ask Tom Palmisano, the 20 Plant Manager, to answer.21 How does Consumers Power explain the series of 22 mishaps and accidents resulting in serious violations of 23 state and federal law which have occurred continuously since 24 it was built. Why is it still in operation when it's clear 25 that it would never survive financially without the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 83 corporate welfare of the Federal government.
MR. PALMISANO:
With respect to the series of mishaps and accidents resulting in serious violations of state and Federal law, that's a good question.
I know with a lot of the events of the last 12 months or so some people are legitimately concerned about what's been going on at Palisades.
We have tried to be very open and frank in some of the public meetings last year.We had the augmented inspection team and some of the other meetings, and I am glad the one speaker commented on our focus on safety tonight. We are listening to the public.A couple of comments.
There are a number of changes going on. We take safe operation of the plant very seriously.
I would like to emphasize that the NRC made it clear in those meetings that they have criticized us for events with a relatively low threshold before a safety significant event could occur, and I think that made that pretty clear. We have listened to them very intently and listened to our own employees and have listened to the public.The performance at Palisades has not met our expectation in recent times and that is changing.
We are striving to improve our performance.
Never has the operation of the plant presented a hazard to our employees ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 84 1 or to the public. There are events that we are not 2 satisfied with and we are taking measures to make sure they 3 don't occur again, but there have not been serious safety 4 violations per se that have ever put an employee or the 5 public at risk. I want to reassure you about that.6 As far as continued operation and surviving 7 financially, the Palisades plant is an economically viable 8 plant. It's an important part of our generation mix at 9 Consumers Power Company. The whole issue corporate welfare 10 of the Federal government is one of these opinion type 11 statements that really isn't the purpose of tonight's 12 meeting.13 I would really, just as the other speaker said, 14 not debate opinion. I am not going to open up a debate on 15 that type of opinion.16 MR. ZWOLINSKI:
Bob, if I could just amplify on 17 that for a second. As Tad in his opening comments alluded 18 to, the agency is performing a diagnostic evaluation team 19 and inspection at this plant. A rather comprehensive 18 20 person team has been out here for a total of three weeks.21 They will be making a report on their findings next week.22 When you take that activity which is quite 23 extensive for an agency to undertake, selected technical 24 issues, management changes including Mr. Fenech coming on 25 board and associated other senior management changes ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 85 1 including Mr. Palmisano's position, those organizational 2 challenges along with the technical issues are clearly 3 integrated in our thought. That's another reason why the 4 agency continues to be a presence at this site, to assure 5 that safe operation is always maintained, first and 6 foremost.7 MR. FENECH: What will Consumers Power Company do 8 if the Federal government does not establish a national 9 nuclear dump site. The only solution is to shut Palisades 10 down until such a site is established.
11 We share the concern regarding a permanent storage 12 facility for high level nuclear waste. In fact, we are 13 working with the State Attorney General to put pressure on 14 the government to open a permanent facility.
We are 15 confident that after listening to statements from Mrs.16 O'Leary, that safe storage is in the future. We believe 17 that with the pressure that is being placed on the 18 government from the utilities as well as from the public, we 19 will end up with a facility in the near future.20 AUDIENCE SPEAKER: That's the Mescalero's?
21 MR. ZWOLINSKI:
Someone brought up the 22 Mescalero's.
Again, because the government hasn't acted as 23 quickly as we would like in the area of storage, the 24 Mescalero's who are very concerned about the environment, 25 have studied this issue a great deal. They feel confident ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 86 1 that they could safely store high level waste on their land.2 AUDIENCE SPEAKER: That's a lie.3 MR. ZWOLINSKI:
Let me add one comment about the 4 Mescalero's.
We have been to their site and met with the 5 Chief and the council, along with 33 other utilities, all of 6 whom are very interested in establishing an additional 7 temporary storage site but nonetheless a single site rather 8 than multiple sites, which is where we may be headed on a 9 temporary basis. That is not acceptable to any of us in the 10 industry.11 The comments you make is accurate, the Chieftains 12 are very clear to point out that they have not had a vote of 13 their people, but that the Council has been given the 14 authority to go forward with continuing study. We are 15 studying that with them.16 AUDIENCE SPEAKER: They are being held hostage 17 with the threat of money and jobs, you know. Desperate 18 people take desperate actions.19 MR. ZWOLINSKI:
Once again we share your concern, 20 and we are working with the public and with the Attorney 21 General to put more pressure on the government.
Based on 22 the words we hear and the actions we are starting to see 23 taking, we believe that movement is underway.24 The next question I don't think is pertinent to 25 this meeting. Are there no women or people or color worthy ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 87 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 of contributing to the NRC or the Board of Consumers Power., From the presence of 23 white men one would have to come to the conclusion that there are not.The last question I had was, how much has these casks cost, who is paying for it, who will pay for their eventual removal and transportation.
If the consumer does it, does it not make sense that the consumer play a role in the future decision making of this plant. Would not the most inexpensive choice be to shut the plant down.Of course, the cost of the casks are incorporated into our cost of doing business.
We ask ourselves all the time and have to report to our Board of Directors and our Stockholders and go through the PSC, as to the cost of doing business.
If at any point it becomes clear that the cost of running Palisades is not appropriate, we would certainly consider an take action to shut the plant down.MR. MARSH: Thank you, Mr. Fenech. I have one last card. You have mentioned the term temporary or interim storage several times in your discussions.
What can we as citizens do to move the government to create a site far away from the water. Four hundred and sixty-five feet from the water is nothing. We need all storage sites away from our fresh water lakes.I don't have a response to this. I guess this is the Department of Energy concern, and we have discussed this ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 88 1 already. I don't have anymore that I can add to this.2 AUDIENCE SPEAKER: I would like to start out by 3 saying that I do not consent to what's going on here. You 4 do a study, you do a report, the public has no opportunity 5 to review that prior. Yet, we come here and are supposed to 6 have informed questions on that. It should have been 7 distributed as a draft plenty of time ahead but it wasn't.8 I don't believe in this manufactured consent. I 9 do not consent to what's going on here.10 [Applause.]
11 AUDIENCE SPEAKER: Two years ago I was at the 12 Palisades plant nearby and went to the state park next door, 13 and some college students were up on the dunes. We asked 14 them, is there someplace we can go, a bluff that we can go 15 to,. to see the lake. They said there used to be a bluff 16 over here but that is gone now. I have concerns there, 17 about the wind erosion and potential blow out as the Army 18 Corps of Engineers have suggested.
19 You mention that this is a heavy growth and 20 vegetation, very stable, elevation kept consistent.
But all 21 the photographs I see are aerial views. I walked up to the 22 plant that fit these photographs.
You can see by the 23 photographs that this dune that is sitting right next to 24 these casks is bare butt naked. The wind is going to come 25 in there and it's going to blow that sand right over this ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 15 16 17 18 19 20 21 22 23 24 25 89 barrier, this itty bitty barrier that's put in place to keep that dune there. That's not going to work.Regarding sabotage, I walked up to the fence and took photographs and nobody was around. I have no inclination of taking a bazooka or something along those lines up there. But your safety and security is bullshit.There is nothing preventing somebody from coming in on a boat and taking a toe missile or what have you.There are literally hundreds of these things floating in the underground market. The CIA cannot find 300 of them. It is a very much a potential problem, and you do need to take it seriously.
Regarding sending it to the Mescalero's, it ain't going to happen. Windocheno is a dictator, and he does not have the support of his people. The State of New Mexico is not going to have it. The Native Americans are not going to have it. It just ain't going to happen. What you are going to have here is interim temporary storage which the GAO says is up to 140 years. That is not temporary.
Make no mistake about it, we are talking about a permanent high level nuclear waste dump on the shores of Lake Michigan that is subject to erosion of wind and soil and water, and I do not consent to what's going on here today.[Applause.]
MR. MARSH: Thank you for your comment.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 90 1 AUDIENCE SPEAKER: Furthermore, I demand a public-2 hearing.3 MR. MARSH: I don't have any further cards or any 4 other questions.
5 AUDIENCE SPEAKER: This year you said that there 6 were two casks loaded.7 MR. MARSH: Yes, ma'am.8 AUDIENCE SPEAKER: Next year, 11. Why the 9 increase.
Where is it coming from?10 MR. PALMISANO:
We loaded two casks in 1993. We 11 will load another 11 casks in 1994, as we prepare to refuel 12 the reactor in 1995. We need the space in the spent fuel 13 pool, and the dry cask storage system was selected to allow 14 us to move fuel out of the spent fuel pool into dry cask 15 storage.16 AUDIENCE SPEAKER: So, the reactor holds 11 casks 17 full of fuel rods?18 MR. PALMISANO:
Approximately to off load all the 19 fuel for the upcoming fuel outage, that's correct.20 AUDIENCE SPEAKER: Wait a minute. You've got a 21 reactor and you are going to reload it this year, right?22 MR. PALMISANO:
In 1995.23 AUDIENCE SPEAKER: You are getting all the rods 24 out and putting it in the cask, and that fills up 11 casks.25 MR. PALMISANO:
The equivalent of 11 casks, that's ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 91 right.AUDIENCE SPEAKER: How often do you refuel?MR. PALMISANO:
About every 15 to 18 months.AUDIENCE SPEAKER: So, how many -- 15 to 18 months. That means you are going to have 11 new casks every year or every two years?MR. PALMISANO:
No. In 1995 we will take all of the fuel out of the reactor to do maintenance.
Two-thirds of the fuel goes back in. Loading 11 casks is an unusual amount for this period. After that there will not be nearly that many loaded.AUDIENCE SPEAKER: The fuel goes back, where?MR. PALMISANO:
Into the reactor.AUDIENCE SPEAKER: You reuse it? You put it into the cask and take it out of the cask and put it back in the reactor?MR., PALMISANO:
No. Fuel out of the reactor goes into the spent fuel pool, to provide enough space to take all of the fuel out of the reactor in 1995. I will take old fuel, decay fuel, out of the spent fuel pool and put it into 11 casks. It will stay in 11 casks. Then I will refuel the reactor and will take two-thirds of the fuel back into the reactor and continue operating the plant.Loading 11 casks is an unusual number just for this year.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 92 1 AUDIENCE SPEAKER: It doesn't make sense to me.2 You explain it so I can understand it.3 MR. PALMISANO:
I will explain it after the 4 meeting is over.5 AUDIENCE SPEAKER: Another thing, you mentioned 6 earthquakes which there are faults in Michigan.
There are 7 faults throughout this area. People have predicted when 8 California has the big one that it's going to affect the 9 Midwest. They have predicted
-- geologists, modern 10 psychics, modern geologists
-- the flow of the lakes is 11 going to fall all the way into Lake Michigan, which would 12 wipe right over where the casks are now and flow down the 13 Mississippi.
14 Whether or not that is right and whether the 15 predictions will happen or not, those are predictions.
What 16 I am trying to say is, you know, you don't know. You can 17 make charts but you don't know what's going to happen. You 18 don't know how big a tornado is going to be. You don't know 19 a lot of things, you know. You can make charts and you can 20 try to make us feel safe. But there's a lot of things you 21 don't know.22 In the Bible it says, you know, the foolish man 23 builds his house on sand.24 [Applause]
25 AUDIENCE SPEAKER: Then, the winds come and they ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 93 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 wash the sand away. This is so poetic, because you are building this on sand. It's not just these dry casks, it's the whole' industry.
You are building our future on sand.When the winds come and the rains come, whenever that is, a terrorist, and earthquake, a flood, you know, that -- what do you call it -- liquidification
--MR. PALMISANO:
Liquefaction.
AUDIENCE SPEAKER: You said that it's more like water, reacts like water. That's quicksand, you know, quicksand on a pad, okay. When it happens, you know, you don't know. With this nuclear industry, the whole industry is sucking money out of the poor consumers, who see their bills shoot up every month. I am one of them. I pay you guys. I pay you guys with this big threat over my head just because I am on electricity, unfortunately.
You are funneling your energies into this industry that is not productive, life threatening, it's going to cause more problems in the future. You could take your brain and you could take your talents and whatever you don't know, you could research with all the bright young kids in college and people with alternative energies, and you could set up systems with your energies instead of trying to save a sinking ship. You could set up systems on rock which would not hurt people in the future.You know, you could make a turnaround.
It's not ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 94 1 too late for that. Instead, you are spending all your time 2 on these charts and everything to try and cover up and make 3 people feel safe but it isn't working. I think you can see 4 that. I think you can see that we have real concerns.5 A lot of these concerns haven't even been addresed 6 such as freezing and thawing, you know, that's not all that 7 thick, that concrete.
Somebody with a hanglider could go 8 overhead and drop a bomb. I mean, somebody in a little 9 plane -- what are you going to do, shoot down all the planes 10 in the sky. I mean, you know, you can't protect it.11 To me, I mean, you might as well draw x's on top 12 of all the casks. They look like targets. They sit there 13 out in the open. I mean, you know, what is it. If somebody 14 does terrorize you guys and hits those casks which I hope 15 never happens but could, I mean, think of all the people 16 that are going to be suffering for how many thousands of 17 years.18 It's not something to smile about, it really 19 isn't, you know. You think about this country, America, this 20 is supposed to be a place where the people are the 21 government.
We are supposed to have a say. We are supposed 22 to be free. How free are our children going to be if the 23 whole thing blows, you know. It's not something to smile 24 about.25 [Applause.]
ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 95 AUDIENCE SPEAKER: I live on the shoreline of Lake Michigan, between the Palisades plant and Cooke plant. I have lived there for 34 years. I am also a member of the Board of Directors of the Lake Michigan Federation and have been for eight years.A couple of comments, and a couple of questions.
In the 34 years I have lived on Lake Michigan, I have lost 160 feet of beach. That 500 feet doesn't impress me very much. The gentleman spoke on security.
He is certainly correct. You cannot protect your plant against a terrorist Other than navy special workers unit 50 years ago the equipment we had could have wiped you out. The terrorists have the best equipment that's available.
My question is to the people from Consumers Power.Why aren't you publicly and loudly raising hell with the NRC to get rid of your waste storage problem. Your plant in 1971 was expected to store for only five years, and it's up to 20. I have heard your PR people talk about another 15 or 20 years to solve the problems.
Why aren't you raising hell with the government to get rid of your problem instead of storing it on the lands. You wouldn't have this hearing.To the NRC, is it a truly political problem that you can't use the sites out West. You own the land, you made the studies, why can't you move the waste out there, or are the safety concerns of the people in Arizona valid. If ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 96 1 so, they are certainly far more valid for those of us who 2 live on the shore of Lake Michigan.
I would like to hear an 3 answer from Consumers and I would like to hear an answer 4 from you people. Thank you.5 MR. FENECH: We share your concern, and it's a 6 valid one. We are raising hell with the government.
We 7 have sent letters, we have worked with the Attorney General.8 AUDIENCE SPEAKER: Stop faking it --9 AUDIENCE SPEAKER: Let him answer my question.10 MR. FENECH: We are pursuing the path that you 11 just described.
We agree. Up until recently we were 12 assured that the storage facility would be available
--13 AUDIENCE SPEAKER: Bullshit.14 MR. FENECH: We went on that assumption, based on 15 the guarantee of the government.
16 MR. MARSH: With respect to the Department of 17 Energy and the State of Nevada, let me ask Mr. Charlie 18 Haughney answer your questions about that site.19 MR. HAUGHNEY:
I need to ask a brief 20 clarification.
Was the Western site you were referring to 21 the proposed venture with the Mescalero Apaches in Arizona 22 or is it the Department of Energy in Nevada.23 AUDIENCE SPEAKER: Department of Energy site, sir.24 MR. HAUGHNEY:
Thank you. That site, it is 25 Federal property.
As I recall, it's in the pre-application ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 97 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 stages where the Department of Energy will come to us as a prospective licensee.
I have to be honest and tell you my own view is, a lot of the problems there are political, not entirely but they are political, with a lot of opposition from the local citizens and state officials in that region.It's very rigorous and well developed opposition, with some very bright people working on it. For a number of years they succeeded in stopping the Department from even drilling a fuel exploratory hole into the underground geologic medium. That restriction has been lifted, and the Department is now boring into the rock, in fact, in one instance, with a large tunnel boring machine.I will give you my own view on this matter. I think it's a matter of national will to make the repository work. We, and I mean not just the technical people, the nation have been talking about a repository since the 1950's. We don't have one as yet. We have one in the very early stages of gathering data to begin to write a license application but it's not there yet.It seems that every place that comes up as a potential site the opposition is quite vigorous.
Yet, we have material that has been created over these decades up until this date, and it needs to be disposed of. Our policy is to dispose of it underground.
We are working on it with starts.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 98 1 What I will say at least to date is not 2 satisfactory progress for people like us here in this room, 3 all of us. The potential technical problems haven't been 4 fully explored.
It's possible that s.te in the exploratory 5 phase could get rejected for technical reasons, all the more 6 reason to get on with it. If it proves unsuitable from a 7 technical standpoint then there has to be another place. To 8 stop the process with excavation permits and all this sort 9 of thing is avoiding the issue of getting on with the 10 technical questions.
11 The site, there's a limit in the Nuclear Waste 12 Policy Act on the amount of material in tons that can be 13 placed in there. That limit is such that it would not be 14 able to handle all the civilian and military high level 15 waste. That limit is in there without any technical basis, 16 but it's a statutorial provision.
17 Let's assume for a moment that the mountain is 18 large enough to hold all of the waste, let's take that as an 19 assumption, technically large enough. If it is, then 20 Congress would have to decide whether or not they wanted to 21 amend the Act to permit the licensing to allow all the waste 22 to be placed in there or they we would have to find another 23 site.24 In a sense that cap is in there to tell the people 25 in the West that there will be another site sometime.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 11 12 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 99 AUDIENCE SPEAKER: If we have these sites that are repositories and waste and temporary storage and then there's waste in pools and others, would that be the first step. Would it still be considered that's okay because there's a --MR. HAUGHNEY:
There's a complicated arrangement that's called a Que. Literally, that's what it is. It's turns that each plant has to shift to the repository or a surface storage facility that's sometimes called an MRS, monitored retrievable storage. There's none of those either.Conceptually and procedurally, there could be one.There is a que. Perhaps the plant would mention where they fit in that que. There is a DOE regulation that describes that and how positions can be changed, traded between utilities to move fuel. In a sense, it doesn't really make much difference.
The idea is to get it offsite. Whether it's been in a dry storage cask or in a pool at Palisades or wherever it happens to be, it doesn't really matter in terms of that goal of getting it offsite. That is not an issue.The fact is, it needs to go to the Federal repository.
All of it does.AUDIENCE SPEAKER: How is the waste moved?MR. HAUGHNEY:
It has to go in a certified ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 100 1 transportation cask. Dr. Sinclair was absolutely correct, 2 these storage casks at this time are not certified for 3 shipment by rail. They are not a certified transportation 4 package. There are some in existence, a few of them, and 5 they are rather small. There aren't very many. There are a 6 number of designs that we are just now receiving from the 7 department in terms of applications to review.8 AUDIENCE SPEAKER: Why aren't you using those?9 MR. HAUGHNEY:
The smaller ones?10 AUDIENCE SPEAKER: Yes.11 MR. HAUGHNEY:
Where are you going to send it?12 AUDIENCE SPEAKER: Yucca Mountain.13 MR. HAUGHNEY:
Yucca Mountain isn't licensed to 14 receive high level waste.15 AUDIENCE SPEAKER: Stop making it.16 MR. HAUGHNEY:
Even if we are stopped you still 17 have all the existing waste. The real problem is to get a 18 site for permanent disposal, and we don't have one. That's 19 a long story, but I have tried to summarize it.20 MR. MARSH: Before we go on to another question, 21 did you want a response from the licensee as to where they 22 are in the cue?23 AUDIENCE SPEAKER: No. I guess I was wondering 24 technically and politically we, in the Great Lakes have 25 waste in some type of confined storage. Is there others in ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 i5 16 17 18 19 20 21 22 23 24 25 101 the country that would be first in line to get the national repository
-- there are other ways to send spent fuel. It's easier to transport.
You have not addressed how you are going to get the waste out and how you are going to transport it.AUDIENCE SPEAKER: They don't know.AUDIENCE SPEAKER: And, deal with it.MR. MARSH: I think we don't know the answer to that. I think that's sort of where we are.AUDIENCE SPEAKER: Why don't you find out.MR. MARSH: Yes, sir, we understand.
AUDIENCE SPEAKER: I have several questions here.First of all, I would like to say that one thing that has not been discussed here is how dangerous this stuff is and how lethal it is, and that is why people have rejected sites across the United States including the State of Michigan is, this stuff kills people. And, you have to keep it isolated from the food chain, from the very food that we eat, from the very air that we breath, from the water that we drink for hundreds of thousands of years.We have no container that will do that. Even if you put it under the ground, when that container breaks and it will break, there is no container that we have that will last that long. One trillionth of a gram of plutonium makes cancer in rats 100 percent of the time. When that gets into ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 102 1 our water supply -- and it has already gotten into lots of -2 water supplies across the United States. It's not just 3 something that we theorize about. It's something that is 4 already happening from industry, from the nuclear power 5 plants from leaks.6 Up in Big Rock which Consumers Power also owns, 7 they have a couple of plutonium plume that is headed toward 8 the lake. There are routine releases by all the power 9 plants throughout the United States into the air and into 10 the water. That happens routinely.
Many of those 11 concentrate in the food chain just like DDT, and they 12 concentrate tens of thousands of times down low in the food 13 chain. By the time it gets to the people or birds we are 14 talking about dead babies and birth defects if you are 15 exposed to it.16 You know what the International Joint Commission 17 for the Great Lakes for the United States and Canada has 18 said in this last meeting that they had, they said that they 19 recommended to both governments that they phase out all 20 radionuclides that have a half life longer than eight weeks.21 Where does that put the nuclear power plants. Why would 22 they say that if they did not feel that our health and our 23 safety was not in danger.24 MR. MARSH: I guess I can't respond to that 25 question and I am not sure the staff can, not knowing the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 K 15 16 17 18 19 20 21 22 23 24 25 103 details of the study and what the assumptions were, and what they did and how they did it.AUDIENCE SPEAKER: I think maybe you better start doing some reading. Maybe we should supply you with lists of books and lists of authors and lists of lists.Obviously, we are not reading the same things.There are some other things, too. You are talking about use reduction and all the money that Consumers Power spent on use reduction.
I might remind the audience and Consumers that the only reason that you did that was because the Michigan Public Service Commission, they required you to do that. You took them to Court and you lost.That could change. The reason why that happens today is because first of all, nuclear costs are not figured in whole cost accounting.
When we talk about the bill that the ratepayers get, that does not include all the costs of the nuclear industry.
That is absorbed by the U.S.taxpayer.
Well, guess who is the U.S. taxpayer.
It's us.We can change the way the rates are rigged, and you can help in that process. You have lots of money. You have lots of talent.As people have pointed out here tonight, you can help change it so -- the way the rates are rigged in Michigan as in most states right now, the only way utilities get more money is by selling more electricity.
There is no ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 104 1 effort to conserve because nobody makes any money that way.2 Change the way the rates are rigged. There are some people 3 who have done dynamite studies on how to change the way the 4 rates are rigged, where everybody wins, not just the 5 utilities but everybody wins.6 Ann Marie Lovens who is going to be in the State 7 of Michigan in August -- or go to the Great Lakes Energy 8 Fair up in Travers City. Travers City Power and Light is 9 building wind or looking at building wind, I will say that.10 Two new utilities are building wind. The two, Northern 11 States Power which is also attempting to build casks --12 maybe I should say -- they are building wind. They are 13 building it on a site where the Union of Concerned 14 Scientists said they could get 100 percent of Minnesota's 15 electricity from.16 WEPCO in Wisconsin, who is also attempting to 17 build casks, and also running into much public opposition.
18 They also are building wind.19 How is it, when Michigan -- when Consumers Power 20 filed their last integrated resource plan they said wind is 21 impossible.
Solar is impossible for any big utility. How 22 is it that these two other big utilities are building wind 23 power.24 There were a couple of things here. One was, 25 today were at the plant, Mike Martin and I. We had quite a ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 105 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 long talk with Mr. McKee from your plant. He assured me that you were wide open to the public. In that assurance, I would like to ask a few questions.
In March or April the Herald ran an article that referred to a study done on the storage pad. Well, none of us had ever heard of that study. I called up Consumers Power and I asked Mark Savage if we could have a copy of that study. He said, sure, I will put it in the mail for you. He gave me the numbers off that study which I have at my house -- I don't have it here -- I don't recognize those numbers at all. They weren't any NRC numbers that we had ever seen before.I called him up -- he sends me a letter that said we couldn't have that study. You know what, there were four numbers following that study. It was some letters and four different numbers. Obviously, there is a whole bunch of studies that are not available to the public. I called the NRC and they said no, we can't help you. We have seen that study but we can't get you that study because it's not in the NRC document.That means that there's a whole realm of studies that is not open to the public. I would challenge you to open your books and let the public in, if you really believe that you are being open to the public.MR. MARSH: Can.I just make sure that we ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 106 1 understand what the report was. Can you, again, describe 2 the report. I want to make sure the transcript gets this.3 AUDIENCE SPEAKER: It was on the storage pad. I 4 don't have the name of it here today. I don't have the 5 numbers.6 MR. MARSH: Would you mind getting me that 7 information?
I would just like to know what it is that is 8 at issue.9 AUDIENCE SPEAKER: What is your name?10 MR. MARSH: Tad Marsh. I am the Project Director 11 for Palisades.
12 AUDIENCE SPEAKER: One question that I had was, it 13 was assured to us that rods that were known to be leaking known to be leaking -- would not be put into the casks.15 This is a letter from Kay Dry. There were comments to the 16 NRC on the Code of Federal Regulations on the ISFSI's on 17 licensing requirements.
18 In here she's talking about -- one other thing.19 You are talking about defense in depth and you are talking 20 about fuel cladding.
We would like to tell the audience 21 that fuel cladding is only one, two-hundredths of an inch 22 thick. Not only have I read that but I have seen that 23 documented in the actual fuel at Palisades.
24 Let's see -- give me a second. One question that 25 I have is about helium leaks. There is a number that was ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 107 given for helium leaks, and we figured that out to be maybe.about three liters a year. First of all, if helium can leak out what can leak in. Second of all, if the helium does leak out, what effect does that have on the casks. Maybe somebody could answer that.MR. HAUGHNEY:
The helium is inside the double seal welded steel canister, and it's in contact with the outside of the cladding.
It's placed in there as part of the loading process. The fuel is dried and then it's evacuated and backfilled with helium. It's about one atmosphere pressure.There is a technical specification on the helium leak rate, and that is designed such that if it leaks at that rate for the 20 year life of the approval of the certificate that you still will not lose enough helium that you will have any back transfer of air which would contain oxygen. That's the concern that Ms. Hafner is asking about.The oxygen over long periods of time would tend to produce greater weights of corrosion on the cladding than helium, which is an inert gas.The second reason that helium is put in there is, as a gas it's a relatively good conductor of heat, to remove the heat from the spent fuel and out towards the outer surfaces of the cask.AUDIENCE SPEAKER: So, what would happen if the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 108 1 helium leaks out?2 MR. HAUGHNEY:
Well, based on the specification 3 leak rate, nothing.4 AUDIENCE SPEAKER: What happens if water leaks in?5 MR. HAUGHNEY:
How is water going to leak in to 6 the double sealed welded canister.7 AUDIENCE SPEAKER: How is helium going to leak 8 out?9 MR. MARSH: I think what he's saying is that the 10 system is pressurized inside. It's pressurized.
If there 11 is a leak out, nothing can leak in until that pressure is 12 gone. Then, there could be leakage in. There's a 13 specification on how big a leak that can be, and that's 14 checked.15 AUDIENCE SPEAKER: I guess the biggest thing that 16 I don't understand is, why do you continue to make lethal 17 waste when there is no place to put it. Even if there was a 18 place to put it, the thing is that we are willing to poison 19 other people's children.
If we are going to send it 20 somewhere else we are going to poison some other part of the 21 earth.22 If we are willing to poison other people's 23 children how can people live in good conscience making this 24 stuff, making more of it. What we need to do is what the 25 Nuclear Guardianship Project says, we need to guard every ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 109 inch of that that's already made. We need to make sure that it doesn't leak out. We should quit making it, because we have condemned every generation following us to guarding this waste and watching it, every generation following us.That's not a good situation.
Kay Dry is saying here that it seems to me the only way a nuclear power plant licensee would be able to confirm accurately the presence of absence of pinhole leaks, cracks, swelling, defective welds or other flaws in the cladding of each of the fuel rods in the spent fuel pool before they put them in casks is, they would have to do a through inspection performed of each rod in each irradiated core at a hot cell laboratory.
The cost of such a project, however, in dollars, times and workers' radiation exposure is incalculable.
It says that even assuming that ultrasonic scanning systems were available and were technologically feasible for the inspection of all the individual fuel rods, the following example demonstrates that the cost of rod by rod inspection would indeed be prohibitive.
According to an article in the October 1982 EG&G Monitor it took about five minutes to scan the cladding of a single four foot long fuel plate a few inches wide. Because of extraordinary high radiation fields surrounding irradiated reactor fuel rods all transducers and scanning ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 110 1 mechanisms would no doubt have to be operated by remote 2 control. Surely, not hot cell laboratories, trained 3 personnel' or funds exist in the entire nation to even 4 contemplate such a massive inspection project.5 We are talking about most reactors are looking at 6 higher fuel burn up, so we are talking about fuel that is 7 much more fragile and susceptible to problems.8 The other question that I had -- yeah, you did say 9 that, that you would not put any fuel into the casks that 10 had known fuel leaks. What did you mean by known. That 11 means if you don't know about it, it's not known? How do 12 you test for that?13 MR. PALMISANO:
By known fuel leaks, the cask 14 design requires a visual examination.
We go beyond that.15 The two casks we loaded last week --16 AUDIENCE SPEAKER: We can't hear you.17 MR. PALMISANO:
The certificate for the cask 18 design requires a visual inspection for fuel defects. For 19 the two casks we loaded in 1993, we selected fuel that we 20 had previously inspected by a technique we call sipping, to 21 ensure there were no defects. For the casks we are 22 preparing to load, I think your article from 1982 is dated.23 Ultrasonic exams are possible and cost effective.
We have 24 ultrasonically examined all the fuel that will go in the 25 casks for 1994, to ensure there are no defects.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 ill 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 AUDIENCE SPEAKER: Did you do that to the fuel that was loaded in the first cask, rod by rod?MR. PALMISANO:
They were inspected by a technique called sipping, which was previously used to determine any fuel leaks. The cask we have loaded and the cask we intend to load, we have checked the fuel to ensure there are no known defects.AUDIENCE SPEAKER: I don't believe that.MR. PALMISANO:
Kay, we did that. You may not accept that, but --AUDIENCE SPEAKER: I did not call you by your first name. What is your first name?MR. PALMISANO:
My name is Tom.AUDIENCE SPEAKER: That's good to know, Tom.MR. PALMISANO:
We have met before.AUDIENCE SPEAKER: I really resent being called by my first name, when we had the courtesy to call all of you by your last names. We don't come up here and be familiar with you, and I really resent your being familiar with us, without asking us first.MR. PALMISANO:
I apologize then, that was my mistake.AUDIENCE SPEAKER: Thank you.MR. PALMISANO:
We did inspect the fuel. I understand, you may not agree with the results, but we did ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950
-112 1 inspect the fuel.2 AUDIENCE SPEAKER: What does that mean, 3 inspecting, in the first place. In the second place, what 4 does it mean when you are running fuel there through -- you 5 ran fuel through five times, five cycles. I grant you that 6 the stuff that's loaded now did not run five cycles.7 Frankly, you have had leaking fuel in the past and that was 8 well noticed in your other document.9 When you've got some leaking fuel rods how do you 10 know that they are not going to break down inside the casks 11 five years from now, ten years from now?12 MR. PALMISANO:
As I said, we inspected the fuel 13 loaded last year by a technique called sipping, to verify 14 there were no defects. The fuel that we are going to be 15 loading this year was inspected by ultrasonic techniques, 16 which are available now. We did inspect the fuel. I will 17 be glad to discuss it with you afterwards in more detail.18 AUDIENCE SPEAKER: No. There's not much dialogue 19 here. I think the reason being, you really do not listen to 20 what we have to say. I think -- you know, there needs to be 21 big change. This is the first meeting we have had 22 microphones that worked, that people used from the NRC and 23 Consumers Power. That says a lot. This is the first night 24 meeting that we have ever had in my memory, and that -- but 25 you guys are paid to be here, whereas we are not.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 113 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 I mean, we don't -- it's not fair. That's all I have to say.AUDIENCE SPEAKER: I just got a quick question.This hasn't been addressed.
You know, on Lake Michigan the sun reflects off the water and it reflects off the sand. It gets so hot that you can't walk on the asphalt or the concrete.
What about a meltdown.
There's no real cooling systems on those. They are passive. This really is going to get hot there. It's really going to be hot.What about it?MR. MARSH: The basic principle as you know, is the natural flow of air up through the bottom of the cask and out through the top of the cask. That's the natural flow.AUDIENCE SPEAKER: What if it heats up, the natural flow of air is going to be real hot.MR. MARSH: It will be hotter air, you are absolutely right. I think the specifications for casks cover the whole range of air temperatures there could be on the hottest possible day. On the hottest possible environment there should be no problem.AUDIENCE SPEAKER: Has that been tested on Lake Michigan for that?MR. MARSH: I don't believe that they tested for that.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 114 1 AUDIENCE SPEAKER: When they put in those fuel 2 rods into those casks when they are reloading, those are 3 going to be not spent fuel. Those are going to be active 4 fuel rods. What about them? Couldn't there be a meltdown 5 when they are doing that kind of stuff?6 MR. HAUGHNEY:
The loading is done underwater in 7 the pool.8 AUDIENCE SPEAKER: They said they were going to 9 use the 11 casks for the loading and then they were going to 10 put it back in.11 MR. HAUGHNEY:
No. I think what the plant manager 12 was referring to was the fact that they had to make room in 13 the fuel pool to completely offload the core in order to do 14 maintenance inside the reactor vessel. They couldn't leave 15 anything inside the reactor vessel. To make that room they 16 are basically going to load about 11 dry storage casks, and 17 then they will have the room in the pool.18 AUDIENCE SPEAKER: I just honestly think that it 19 gets really hot. I mean, that's a real hot place. I 20 honestly think that you are playing with fire.21 MR. HAUGHNEY:
The design of this cask includes 22 the effects of so-called solar insolence, or the input of 23 heat from the sun under a variety of conditions including a 24 day where the average temperature night and day is 100 25 degrees fahrenheit.
That's average.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 115 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 AUDIENCE SPEAKER: That's nothing, compared to what it could get there.MR. HAUGHNEY:
Then, an extreme day of 125 degrees, without any shade.AUDIENCE SPEAKER: I think it gets hotter than that on the sand.MR. HAUGHNEY:
That's the air temperature, not the temperature if you touch blacktop.AUDIENCE SPEAKER: You see, you have those in concrete.
That concrete is going to heat up. That's going to get real hot.MR. HAUGHNEY:
That's all part of the analysis.MR. MARSH: We haven't convinced you. Why don't we look again at what you are saying --AUDIENCE SPEAKER: I don't think you have tested them. Like we said, they are not tested. It's an experiment.
It's a nuclear experiment.
We are concerned about it.MR. FENECH: Tad, I think maybe we confused her a little bit on this off loading fuel into the storage area.We have storage onsite that we used initially and have used up until now that's called wet storage in our spent fuel pool. During this year we are going to offload enough fuel from that spent fuel pool -- it's all spent fuel -- into casks, to be able to completely off load the reactor with ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 116 1 more active fuel, in your words.2 The fuel that comes out of the reactor will go 3 back into' the reactor, except that portion which is about 4 one-third that's completely spent. Whatever goes into the 5 cask now or in the future will have decay, will be spent 6 fuel that will have decayed at least five years. Nothing is 7 going right from the reactor into the dry cask storage.8 AUDIENCE SPEAKER: I had a couple of more 9 questions, real briefly. One was, you know, you were 10 talking about answering our questions.
There was -- last 11 year during the Federal Register process when the 12 certificate of compliance was out there, we had a bunch of 13 questions that were never answered by the NRC. When it came 14 out in print there was a whole bunch of questions that were 15 just deleted.16 The other thing is, the whole process has stunk.17 There was a time where we had 2,000 pages of information on 18 the casks given to us but you know, how it was given, it was 19 given, actually we didn't even have it. We didn't have it 20 accessible to us. I think we got it 12 days before the 21 public comment period ended, where we finally had it 22 accessible to us because most of it was -- there was a whole 23 bunch of pages that were illegible, so we had to ship back 24 and they had to -- actually, we got it from a Senator, 25 that's how we got the pages.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 117 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 It was 2,000 pages to read in -- highly technical.
jargon to read in 12 days and comment on, and that was crap.The other thing is, if you are so open to the public then give us public hearings.
If you are so open to the public, give us public hearings.
You are talking about a final safety analysis report -- a final safety analysis report should have been done before the cask was used.The certificate of compliance should have been out there before the cask was used. Now in Arkansas, you are asking the same process, exempt them from the certificate of compliance before the cask is built. It doesn't make much sense.She brought up a very good question, about heating up. That is, the concrete is very easily for somebody to destroy with a bomb or with any kind of mild explosive they could do that. If that was broken off there then the radiation fields that surround that cask would be pretty darn high, and it would be real hard to get a crew in there to do repairs. That's something that has not been addressed.
MR. MARSH: Ladies and gentlemen, we are going to lose the room soon. Can I ask for you to summarize your questions quickly, please.AUDIENCE SPEAKER: My name is Mike Paul Hanich, and I live here in Benton Township next to the college and ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 118 1 am also a former employee of the Cooke Plant. The only 2 concern I have is on the casks. I don't know who can answer 3 this. I see seepage of liquids through concrete.
I have 4 seen it personally with oil, at the Cooke Plant.5 Now, what about with the dry casks, is there going 6 to be underground seepage. Can you give us some of the 7 dimensions of the cask, how thick is the concrete and can 8 water penetrate.
9 MR. MARSH: In response to that earlier in the 10 presentation there was a gentleman who showed the design of 11 the cask in terms of the sealed stainless steel container, 12 which is the interior of the concrete.
That's a sealed 13 welded confinement capsule. There should be no leakage 14 outside that boundary.15 MR. ZWOLINSKI:
I would like to embellish on that 16 just for your edification.
The licensee does have a 17 surveillance program in which they are on the cask site at 18 least three times a shift, looking for any abnormalities.
19 That would be in our understanding, quite remote. However, 20 the site security force in its rounds and operators on their 21 rounds are indeed tasked with looking at abnormalities.
I 22 would consider that a significant one.23 MR. FENECH: Mr. Zwolinski, I think you have 24 misstated what you meant. We do it three times a day, once 25 per shift.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 119 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 MR. ZWOLINSKI:
Thank you.AUDIENCE SPEAKER: I would like to ask Consumers Power Company this. Our lawyers told us that your lawyers pledged to the U.S. Court of Appeals that you would be prepared to put the waste that you put in the two casks back into the spent fuel pool in the event that the Court ruled against you. Now, there is so much information that has come out and now is getting put before the Court, I think it's very presumptuous of you to say you are going to load another 11 casks this year when you have already pledged to the Court that you were going to return the waste that is in the cask already.Are you prepared to return the waste as you pledged to the Court, in the event that you lose the lawsuit?MR. FENECH: I think you are referring to a pledge to the Court -- the way I recall reading the transcript
--at the time that was discussed we were asked whether we could put the fuel back into the spent fuel pool, and the answer was yes, at that time. It's still feasible.
Whether it's the right thing to do would have to be evaluated on its own merit a this time.AUDIENCE SPEAKER: However, you pledged that to the Court when the Court was considering an injunction that we had asked for, to halt the loading of the casks until the ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 120 1 issues that we had raised in the lawsuit were reviewed by 2 the Court. We have to believe that you probably 3 misrepresented yourself and what you can do to the Court if 4 you are saying now that it would have to be evaluated.
You 5 should not have made that pledge unless you knew you could 6 do it.7 MR. FENECH: I don't believe that we have made the 8 pledge.9 AUDIENCE SPEAKER: We can look at the transcript.
10 Our lawyers, as you said, you read the transcript as our 11 lawyers did too, and that's what our lawyers told us when 12 the injunction was not granted. I think it's very 13 presumptuous for you to go ahead and say you are going to go 14 ahead and load 11 more since we are still in the Court with 15 this before you.16 Then, I would like to say that everybody is 17 looking for a hole in the ground to bury this waste, but as 18 part of my studies at the university I interviewed Walter J.19 McCarthy.
At that point he was chief executive officer of 20 the FERMI-II plant. He said during that interview, he said 21 we should stop looking for a hole in the ground to put this 22 waste and try to forget about it. He said, this has to be 23 an above ground retrievable storage and we have to watch 24 this stuff every minute. We can never lose track of it.25 Yucca Mountain is just an exercise in trying to ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 121 1\1 ' 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 find a hole in the ground, you can forget about it. It's just not going to work. Walter McCarthy is an engineer, has been head of the project at the FERMI-II plant, and this was his judgment, that we have to have it above ground and watch it every minute. That's a direction that you should be thinking about.Then, you claim that there's no problem with corrosion.
I read two reports where corrosion is intensified because of radiation in a wet climate. That's what you have on the shore of Lake Michigan.
Also, there was another report that said that if there's corrosion between the metal basket and the metal liner of the cask, that you can never take that waste out, even if the cask now functioned or whatever.
You simply don't have the kinds of equipment that can take it out.We have asked questions about the tiles at the bottom of the cask on which you are going to rest the metal basket. We have asked how you check those tiles for their strength.
We have tried for a long time to get some answer as to how those tiles are tested because if those tiles crack the chance for corrosion is just that much greater.The only report that we got was that they had calculated the strength of these tiles based on a 200 pound woman in two inch high heels, standing on them. I have this right here. This is the only thing we had. To me, this is ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 122 1 so unprofessional.
I can't believe that you are letting 2 something like this stand as a specification for something 3 as critical as that. I would like a response to that. I 4 mean, who is this 200 pound woman in two inch high heels, I 5 would like to see her.6 MR. FENECH: I am afraid we will have to get some 7 of the data. We will be happy to respond to you, but it 8 will have to be after this meeting.9 AUDIENCE SPEAKER: I hope you do, and I hope it's 10 a little more professional than this.11 MR. FENECH: I would like to turn the microphone 12 over to John Zwolinski for summary comments.13 AUDIENCE SPEAKER: I would like to know, some of 14 my questions have not been answered.
I would like to know 15 whether they will be answered.
What would be -- if the 16 concrete was broken around the cask what would be the 17 radiation field in there.18 MR. ZWOLINSKI:
Thank you for your question.
In 19 fact, that leads into my summary comments.
Obviously, the 20 forum tonight was a little bit different than you have 21 experienced in the past. The agency attempted to bring the 22 public into the forum. Perhaps in your mind we didn't 23 succeed to the extent I thought we were attempting or trying 24 to. Let me assure you, that the meeting is transcribed.
25 We will revisit the transcription and certainly address any ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 123 and all concerns that were raised in the transcription and -disposition those in the final safety evaluation report.There is also going to be another report issued, and that's one of this meeting itself, in which we will summarize very in brevity and affix the transcription, and that will be made publicly available within the next few weeks.It's our intent to issue a final safety evaluation report on this entire project, taking into account not only your comments but reviewing the licensee's work dated May 12th that's on the docket. We are ready to get that review underway.You may question the forum and the fact that we did issue a draft document.
Unfortunately, time did not allow to allow months of study to the draft document.
I felt it was important to get on with this entire project. I first came to it with a number of concerns.
I, personally, feel a number of the concerns have been dispositioned.
Yet, I feel the public needs to have their day in court. Yes, this is not a hearing, but you will see answers to your questions in our final safety evaluation.
With that said, I would like to thank you for your time and your attendance.
I trust the evening meeting did meet with some measure of expectation.
I thank Consumers for being here also. Good evening.ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 124 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 (Whereupon, the meeting concluded at 10:10 P.M.] )ANN RILEY & ASSOCIATES, LTD.Court Reporters 1612 K Street, N.W., Suite 300 Washington, D.C. 20006 (202) 293-3950 7 REPORTER'S CERTIFICATE This Ls to certify that the attached proceedings before the United States Nuclear Regulatory Commission ln the matter oft NAME OF PROCEEDING:
Palisades Public Meeting DOCKET NUMSER: PLACE OF PROCEEDING:
Benton Harbor, MI wore held as herein appears, and that this is the original transcript thereof for the file of the United States Nuclear Regulatory Commission taken by me and thereafter reduced to typewriting by -e or under the direction of the court reporting company, and that the transcript is a true and accurate record of the foregoing proceedings.
OMIcal Reporter Ann Rlley & Associates, Ltd.