ML20095A370
| ML20095A370 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 07/18/1984 |
| From: | NRC |
| To: | NRC |
| Shared Package | |
| ML19258A087 | List:
|
| References | |
| CON-BX18-038, CON-BX18-38, FOIA-84-96 NUDOCS 8408210455 | |
| Download: ML20095A370 (1) | |
Text
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Meeting Agenda for Appeal of Staff Position at Midland
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i October 1,1980 Room P-422, Time 10:00 a.m.
4 Agenda I
J 1.
Op.ening remarks G. Lear g
1 2.
Background of Plant Fill Problem L. Heller
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3.
Diesel Generator Building J. Kane I
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Service Water Structure H. Singh 9
5.
Auxiliary Building H. Singh 6.
Cooling Pond Dike J. Kane R. Gonzales I
7.
Retaining Walls H. Singh 8.
Summary of COE review on recent submittal H. Singh of additional explorations W. Otto 9.
Statement by COE of the importance of W. Otto the requested borings and testing on J. Simpson their safety review
- 10. Concluding Remarks G. Lear i
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g NUCLEAR REGULATORY COMMISSION 7~
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SEP 171980 l
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I MEMORANDUM FOR:
G. E. Lear, Chief j
Hydrologic and Geotechnical Engineering Branch
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Division of Engineering
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FROM:
J. D. Kane, Geotechnical Engineer y-j Hydrologic and Geotechnical Engineering Branch Division of Engineering l
SUBJECT:
FORTHCOMING MEETINGS ON MIDLAND - REGARDING PREPARATION FOR SHOW CAUSE HEARING AND APPEAL OF STAFF POSITION FOR i
ADDITIONAL EXPLORATIONS A
PREPARATION FOR SHOW CAUSE HEARING l
Meeting Date:
September 19, 1980 Time:
8:00 AM
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Location:
U. S. Amy Corps of Engineers Office, Detroit District
Purpose:
To brief the COE on anticipated issues to be covered-in the Midland Show Cause Hearings and discuss the safety concerns which will require COE testimony and interrogatory input.
Participants:
U. S. Army Corps of Engineers, Detroit District; W. Paton, OELD, D. Hood, LB-3, J. Kane, HGEB l
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-l APPEAL OF STAFF POSITION Meeting Date:
September 30, 1980 Time:
1:30 PM f
Location:
Phillips Building, P-ll4
Purpose:
To finalize preparation and fomat for joint HGEB-COE presentation of safety review concerns and staff position that requires the additional borings and laboratory testing.
Participants:
U. S. Anny Corps of Engineers, Detroit District; I
Hydrologic and Geotechnical Engineer Branch
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- l G. E. Lear SEP 171980
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October 1,1980 e
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10:00 AM Location:
Phillips Building P-422 I
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Purpose:
HGEB-COE presentation of safety review concerns and background of staff position to R. Vollmer and J. Knight prior to ultimate
- i decision on Consumer Power Company's appeal of staff position.
Participants:
R. Vollmer, J. Knight, G. Lear, W. Paton, F. Miraglia, L. Heller, D. Hood, W. Bivins, R. Gonzales, J. Kane, U. 5. Army Corps of Engineers, Detroit District
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Jos h D. Kane, Geotechnical Engineer Hydrologic and Geotechnical Engineering Branch Division of Engineering
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R. Vollner H. Levin J. Knight
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W. Olmstead W. Paton G. Lear R. Jackson F. Miraglia L. Heller
.i W. Bivins R. Gonzales T'
D. Hood if F. Schauer
.I F. Rinaldi R. Bosnak A. Cappucci
'j J. Kane 1
W. Lawhead, COE i
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l-Lv l'ational airport via AL 261 7:55 an Ar Detroit, Ilichigan 9:11 am Lv Detroit via RC 361 10:40 am Ar Saginaw, liichigan 11:08 am i
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Rental car at airport for R. Gonzales l} '
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lioliday Inn (517) 631-4220 hik {vom T<i-Ck byod-3 tiight of 8/28 - Gov't Rate $31.00 %%{Q g4 Fr i d,ay, Augus :, _2,9, 19,40 Lv Saginaw flichican via RC 596 4:33 pm Ar Detroit,i4ichigan 5:00 pm
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'o UNITED STATES g
8 NUCLEAR REGULATORY COMMISSION o
I WASHINGTON, D. C. 20555 f
FEB 101981 Docket Nos.
APPLICANT:
Consumers Power Compa'ny FACILITY:
Midland Plant, Units 1 and 2 4
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SUBJECT:
SU;1:1ARY OF APPEALS NEETING 0F AUGUST 29, 1980 REGARDING ADDITIONAL EXPLORATIONS AND TESTING 0F filDLAND PLANT FILL On August 29, 1980, NRC staff management met in Midland, Michigan with Consumers Power Company (the applicant) to hear a request for relief from an NRC staff position requiring additional borings and tests of the plant fill.
The meeting followed a site tour on August 28, 1980 durino which staff management observed structures and features affected by inadequately compacted backfill used at the site. Attendees at the appeals meeting are listed in Enclosure 1.
Participants in the site tour are listed in Enclosure 2.
The issue of appeal to the Director of Engineering, Mr. R. Vollmer, and the Assistant Director for Components and Structures Engineering, Mr. J. Knight, is whether additional borings and testing of fill soils at the Midland Plant site requested by the NRC staff in a letter of June 30, 1980 are necessary. The staff, supported by its consultant, the U.S. Army Corps of Engineers, contends that the additional borings, testing and resultant geotechnical engineering studies are needed for findings regarding the extent of the soils deficiency and regarding j
technical adequacy and proper implementation of proposed or completed remedial
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actions directed to deficiencies in the plant fill. The applicant, supported by several consultants, takes the position that additional borings to justify the i
adequacy of the remedial action program are unnecessary in that borings, laboratory tests, data collected in connection with the surcharge program for the Diesel Generator Building, and load testing for piles and caissons for other structures provide sufficient information. The applicant also believes that borings should i
not be taken in the cooling pond dike since this might lead to hydraulic fracturing and slope damage. The applicant also contends that the dike has performed satisfactorily i
since construction and the borings are unnecessary.
- i The appeal follows a meeting of July 31, 1980 between the applicant, the NRC Geotechnical Branch, and the U.S. Army Corps of Engineers. No resolution of the iil differences in view regarding the need for the additional information resulted
-j at this earlier meeting. A letter of August 4,1980 had also been issued by the a
staff since the earlier meeting to further describe the staff request of June 30, 1980.
The agenda and sequence of the appeal meeting consisted of (1) introductions by the
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staff (10 min.), (2) presentations of the applicant's position (11/2 hours),
(3) summary of the staff position (10 min.), (4) questions by the Director and Assis-tant Director (15 min.), and (5) the decision (5 min.).
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, FE810 1981
. Applicant's Position and Presentation Viewgraph slides used during the applicant's presentations are shown in Mr. G. Keeley reviewed a chronolo'gical sequence for supplying of soils Information to the NRC..Mr. Keeley stated that the response to requests 36 and 38 from the staff's letter of June 30, 1980 would be submitted September 15, 1980 and the response to request 37 during October 1980.
Mr. J.D. Wanzeck of Bechtel Geotech reviewed the soil investigations performed l
to date and noted that 199 borings had been submitted to NRC. He also identified test pits, cross-hole shots and settlement information which have been described.
to NRC. Mr. Wanzeck stated that it would be futile to take additional borings in view of the large number of borings already done. Mr. Wanzeck noted that 66 1
additional borings had been taken in the power block area in the previous l
two months and would be submitted to the staff in mid-September.
l Bechtel consultant, Dr. Ralph Peck, reviewed the technical basis for the applicant's position that the preload program provides an acceptable solution to 1
the unanticipated settlement recorded at the Diesel Generator Building. He 1
reviewed typical settlements observed during surcharging, piezometer measurements,
,i and predicted settlements extrapolated from the surcharge settlement results 1
which he finds to be reasonably acceptable. Dr. Peck stated that he could find no reason to believe settlement of the structure in excess of this pessimis-tic prediction will occur. He felt predictions derived by other means would be erroneous and too large since the state of the art.-is limited.
l Bechtel consultant, Dr. A.J. Hendron, Jr., discussed errors inherent in settlement predictions derived from consolidation tests from undisturbed samples
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obtained from borings. He concluded that the need for accuracy requires reliance 1
upon the field approach proposed by the applicant. Dr. Hendron also described his more recent calculations of bearing capacity which had been revised from
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earlier calculations. The new results indicate a factor of safety from bearing capacity failure of about 6 for static loading which meets the normally accepted value of 3.
He concluded that additional borings were unnecessary to demonstrate adequate bearing capacity.
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Bechtel consultant, Dr. M.T. Davisson, described the use of piles under the
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Service Water Structure and caissons under the Auxiliary Building. He stated d
that piles and caissons eliminate reliance upon fill characteristics. He felt d
that in place tests under load to be conducted as the underpinnings are installed y
provides a better technique to establish adequacy of the remedial action.
n These presentations by Mr. Wanzeck and by the Bechtel consultants are h
described in further detail by two documents forwarded by Amendment 81. These L
are entitled, " Discussion of the Applicant's Position on the Need for Additional Borings", and " Settlement Update". The applicant's position is also described in Mr. J. Cook's letter of September 16, 1980 to Mr. R.H. Vollmer, l
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FEB 10 881
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Staff Presentation l'.
.t Dr. L. Heller of the NRC Hydrologic and Geotechnical Engineering Branch i
explained that the purpose of the staff's request for additional borings was to supplement, rather than replace, the field data and prediction technique intended by the applicant. The borings and tests are necessary to better under-
.j stand certain anomalies or questions associated with the applicant's data.
3 Mr Heller noted that 18 additional borings would seem to be a small addition to the 90u already taken. He illustrated the staff's need for increased assurance i
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by reference to North Anna settlement projections which were based upon use of 1
field data and which were twice erroneous.
1 1
Mr. Joseph Kane, staff geotechnical engineer, described the basis for the i
request for borings in the cooling pond dike. The dike in the vicinity of the emergency pond excavated within the cooling pond must remain stable so as not to jeopardize the emergency water needed for safely shutting down the Midland plant.
The borings are needed to show that the soil materials actually placed in the cooling pond dikes are stable and contain adequate engineering properties.
It was noted that' the upper phreatic surface for the dike has likely not had sufficient 6
l time to develop and further saturation of the dike materials can be anticipated.
l.
The borings near the Service Water Structure and Auxiliary Building are 1
needed to permit testing of undisturbed samples in order to estimate pile and l
caisson capacity. The field load tests described by Dr. Davisson will also be needed. However, the staff noted that it is normal engineering practice to analyze pile and caisson capacities based on foundation material properties before installing the piles and caissons in the field. The additional borings and testing are also needed to establish properties of the plant fill in order to estimate negative j
skin friction and this additional drag loading on the piles during plant life, d
y The borings near the Diesel Generator Building are needed to estimate bearing capa-l; city and to assure that future settlements will not overstress undergro'und l,
piping. Mr. Kane explained that the pore )ressure behavior recorded in d
piezometers after removal of the sand surciarge leaves some doubt whether secondary consolidation of the fill has been achieved. The data requested by tne staff j?
should help to eliminate this doubt. Mr. Kane also noted that the fill may M
have been placed dry of cptimum and was not fully saturated under seepage
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developing from the raised pond before the surcharge load was recoved. Mr. Kane further noted that it is highly unusual to surcharge a completed structure y
similar to what was performed at Midland. The induced settlements and cracking l:
caused by the surcharge load further complicate the staff's safety evaluation of o
the involved structure.
At the conclusion of Mr. Kane's presentation, Mr. Davisson noted that the caissons would be installed with friction breakers (i.e., bentonite slurry) to L
facilitate penetration through the soil, and therefore, downdrag around the caissons should be minimal.
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4 FEB 101981.1 Questions
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Messrs. Vollmer and Knight asked several questions.
Mr. Vollmer stressed the need for independence and a priori aspects of the staff review, and of the need!to avoid overreliance upon~ technical specifi-cations to monitor settlement in the future if this can be avoided. He stressed the need for proper assurances to be provided at the front end of the review and construction process. He noted that the staff's requests were intended to provide for expedient resolution of the problems and noted that he was somewhat surprised at Consumer's attitude toward not supplying additional tech-h, nical information. He inquired of Mr. Cook whether his objection was based upon his perception of staff need or upon a concern that the results c,
i inight be misleading or unfavorable and lead to further questioning by the
]j staff. Mr. Cook replied that he feels that the staff's request "would contribute more to confusion than anything else."
Mr. Knight inquired into the basis for the 66 additional borings yet to be furnished to the staff. Mr. Wanzeck replied that they result from studies of 4
groundwater drawdown, seismic cross-hole shots and investigations of the tank farm area requested by the staff. Detailed laboratory tests were not conducted for the. samples obtained.
- i Mr. Vollmer questioned the basis for the applicant's position on additional borings in the cooling pond dike. Mr. Wanzeck replied that little settlement had occurred to date, that the dike was placed by Canonie using large equipment, that Bechtel's consultants advise against borings with the pond filled, and that a
it was considered unnecessary because the dike is not needed for any safety purpose. Mr. Vollmer asked about possible obstruction of the emergency pond channel or loss of emergency pond usable volume due to cooling pond dike failure.
Mr. Knight noted the pctential significance of the dike to the concrete service water discharge pipes between the dike and the emergency cooling pond. Mr.
,Davisson noted that seepage, rather than stability, is the element of interest g
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' to dam failures in general. Mr. Kane commented that borings could be conducted 1
in a manner where hydraulic fracturing would not be a concern. Proper backfilling q
of the drilled holes m uld eliminate future concerns for uncontrolled seepage through q
the holes which rentined at the completion of the borings.
1 1
Decision 1
Following a brief caucus, Mr. Vollmer noted that new information had been presented j
during the meeting which would require consideration before a decision is y
reached. The new information included (1) 66 additional borings which the applicant intended to submit for review, (2) a plot of load versus elevation 1
j beneath the Diesel Generator Building, and (3) use of a friction breaker for q
the caissones. He also stated that if a decision were to be made insnediately, j
he would have to agree with the NRC staff's position that the additional J
information in the staff's letter of August 4,1980 is needed. Mr. Vollmer
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stated that the applicant's l
pond dike appear to warrant' positim regarding the need for borings in the cooling urther thought on his part. He requested that a I
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FEB 101981 i
)I sumary of the applicant's positions be submitted along with the additional 66 borings by September 15, 1980 and that his decision would be deferred pending review of that further information.
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Licensing Branch #3 Division of Licensing
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Enclosures:
2}; Tour Participants - 8/28/80 1
Attendees List - 8/29/80 1
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- 3) Viewgraph slides
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-1 FEB 101981 i
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Mr. J. W. Cook Vice President Consumers Power Company 1945 West Parnall Road l
Jackson, Michigan 49201 A
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cc: Michael I. Miller, Esq.
Mr. Don van Farowe, Chief Ronald G. Zamarin, Esq.
Division of Radiological Health Alan S. Farnell, Esq.
Department of Public Health a
Isham, Lincoln & Beale P.O. Box 33035 Suite 4200 Lansing, Michigan 48909 1 First National Plaza Chicago, Illinois 60603 William J. Scanlon, Esq, James E. Brunner, Esq.
2034 Pauline Boulevard 3
Consumers Power Company Ann Arbor, Michigan 48103 212 West Michigan Avenue j
Jackson, Michigan 49201 U. S. Nuclear Regulatory Commission Resident Inspectors Office Myron M. Cherry, Esq.
Route 7 1 IBM Plaza Midland, Michigan 48640 Chicago, Illinois 60611
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i Ms. Mary Sinclair Ms. Barbara Stamiris 5711 Summerset Drive 5795 N. River i
Midland, Michigan 48640 Freeland, Michigan 48623 i
Frank J. Kelley, E4q.
Ms. Sharon K. Warren Attorney General 636 Hillcrest State of Michigan Environmental Midland, Michigan 48640 j
Protection Division
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720 Law Building Lansing, Michigan 48913 Mr. Wendell Marshall Route 10 Midland, Michigan 48640 Mr. Steve Gadler
'1 2120 Carter Avenue St. Paul, Minnesota 55108 9
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FEB 101981
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.i cc: Comander, Naval Surface Weapons Center l
ATTN:
P. C. Huang G-402
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Mr. L. J. Auge, Manager Facility Design Engineering i
Energy Technology Engineering Center j'
P. O. Box 1449 Canoga Park, California 91304 i
Mr. Villiam Lawhead U. S. Corps of Engineers
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!!CEED - T 7th Flocr 477 t'ichican Avenue Detroit, Michigan 48226 Charles techhoefer, Esc.
Atomic Safety & Licensing Scarc U. S. Nuclear Regulatory Comission Washington, D. C.
20555 i
i Mr. Gustave A. Linenberger Atcmic Safety & Licensing Ecard U. S. Nuclear Regulatcry Com.ission
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Vashingtoa., D. C, 20555 Dr. frecerick P. Ccwan M
Apt. B-125 6125 N. Verde Trail l{
Eoce Raton, Florida 33433 t
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Attendees I
Name Organization D. Hood LB3,DL/NRR/NRC j
A. Schwencer Acting Chief, LB3, DL/NRR/NRC G. Lear Chief, HGEB/DE/NRC R. Vollmer Director, DE NRC J. Knight A/D,CS-D/NRC J. Cook CPCo, VP-Midland Project G. Keeley CPCo, Proj. Manager-Midland t
M. Davisson Consultant to Bechtel i
A. Hendron, Jr.
Consultant to Bechtel J. Wanzeck Geotech R. Peck Consultant to Bechtel S. Afifi Bechtel J. Rutgers Bechtel, Proj. Manager-Midland l.
K. Wiedner Bechtel Engineer Manager W Ferris Bechtel, Chief, Soil Engineer 7
T. Thiruvengadam CPCo, Section Head-Civil Engineering J. Brunner CPCo Attorney H. Miller Isham, Lincoln & Beale N. Saari CPCo, Public Affairs Director T. Cooke CPCo-Project Superintendent A. Marshall Bechtel, Geotech D. Sibbald CPCo, Sr. Const. Adv.
J. Kates The Saginaw News A. Brodde Mapleton Intervenors R. Landsman NRC, Reg. III, IE 1
G. Gallagher NRC, Reg. III, IE J. Linsley Bay City Times B. Jones NRC/ ELD j
J. Burroughs Dow Chemical 1
D. Sanks Midland Daily News S. Warren Lone Tree Council & Intervenor i
B. Timmons Observer 1
J. Timons Observer j
B, Stamiris Intervenor j
N. Gehrig U.S. Arnty Corps of Engineers B. Malamud U.S. Army Corps of Engineers H. Narain Singh U.S. Army Corps of Engineers R. Erickson U.S. Army Corps of Engineers T. Smith U.S. Army Corps of Engineers R. Gonzales HGEB/NRR/NRC J. Kane HGEB/NRR/NRC l
D. Hebert Resident of Midland t
C. Handler Resident of Midland A. Wilson Resident of Midland P. Vollner Observer L. Heller HGEB/NRR/NAL
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I FEB 10 1981 i-NRC Tour Participants i
l 8-28-80 il -
]1 Name Organization
,i R. Vollmer DE/NRC
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A. Schwencer DL/NRC G. Lear HGEB/DE/NRC J. Knight DE/NRC 4
D. Sibbald CPCo Midland i
T. Cooke CPCo Midland i
K. Wiedner Bechtel L. Heller HGEB/NRC T. Thiruvengadam CPCo 1
R. Gonzales HGEB/NRC R. Erickson Cor s of Engineers J. Wanzeck Bec tel-Geotech l
T. Smith Corps of Engineers i
H. Narain Singh Corps of Engineers J. Kane HGEB/NRC D. Budzik CPCo G. Keeley CPCo Il i
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L FEB 1 0 1ggg i
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MIDLAND PROJECT MEETING WITH THE L?
NRC/ CORPS OF ENGINEERS ON SOILS MIDLAND August 29, 1980 t'
Agenda
. ~t j
1.
History of Soils Issues i
'l 2.
Investigative Program (Summary) 3.
Consultants Review of Adequacy of Remedial Actions (a) Preloa'd Program (Settlement)
(b) Bearing Capacity (Diesel Generator Building) i l
(c) Caissons & Piling l
1
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CSK/sid
'l 8/29/80 i
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SUMMARY
OF S0ILS INFORMATION FEB 101981.
- j-1
-l 9/7/78 VEISALREPORTTOREGION3 i
9/29/78 ISSUED 50.55(s) REPORT jl i
11/1/78 KEPPLER MEMO TO Til0RNBURG ASKING STAFF TO TAKE OVER RESPONSIBILITY l
12/21/78 50.55(E) NOTIFICATION THAT PRELOAD'IS j
CORRECTIVE ACTION WE ARE GOING TO l
IMPLEMENT 3/21/79 RECEIVED FIRST SET OF 50.54(F) j; QUESTIONS 1 THROUGH 22.
t i
4/24/79 STARTED RESPONDING TO 50.54(F)
QUESTIONS 1 THROUGH 22 l
r 7/18/79 MET WITH HRC STAFF IN WASHINGTON ON i
RESULTS OF PRELOAD PROGRAM, SITE 1
INVESTIGATION, PROPOSED FIXES INCLUDING CAISSONS, UNDERPINNING AN1) DEWATERING
.i I
1.i
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2 1
SUMMARY
OF S0ILS INFORMATION (CONTD) 1 9/5/79 MET WITH STAFF ON QA QUESTION 23 50.54(F) 1
- t,j 10/16/79 NRC STATED THAT CORPS OF ENGINEERS IS TO HELP STAFF ON GE0 TECH REVIEWS
-e t
11/13/79 SUBMITTED ANSWER TO 50.54(F) QUESTION 23 AND COMPLETE RESPONSE TO ALL OTHER 50.54(F) QUESTIONS EXCEPT FOR QUESTIONS 4 AND 14 WHICH WERE COMMITTED TO BE I
COMPLETED IN DECEMBER 1979.
J
, 11/14/79 CORPS OF ENGINEERS VISITS SITE Yr jj 11/19/79 RECEIVED 50.54(F) SUPPLEMENTAL QUESTIONS 24 - 35 4
12/6/79 PREAWARD MEETING ON UNDERPINNING
)
lj 12/6/79 NRC ISSUES ORDER MODIFYING CONSTRUCTION PERMIT.
l
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3
SUMMARY
OF S0ILS INFORMATION (CONTD) i,
~
I J2/26/79 CPC0 REQUESTS HEARING l
1/16/80 MET WITH NRC STAFF AND CORPS OF I
ENGINEERS IN WASHINGTON ON 50.54(F)
QUESTIONS AND RESULTS OF PRELOAD I
PROGRAM, SITE INVESTIGATION, 4
I PROPOSED FIXES INCLUDING CAISSONS, UNDERPINNING AND DEWATERING 2/26/80 REQUEST FROM NRC THAT NAVY WEAPONS j
I CENTER RECEIVE ALL DOCUMENTS ON l
S0ILS ISSilES I
2/27-28/80 MEETING WITH NRC STAFF AND THEIR CONSULTANTS ON SITE FOR SITE TOUR AND TO DISCUSS PRELOAD PROGRAM, SITE INVESTIGATION AND PROPOSED FIXES l
INCLUDING CAISSONS, UNDERPINNING i
AND DEWATERING.
.j 2/28/80 STARTED SUBMITTING ANSWERS TO I
OUESTIONS 24 AND 37 I
= = - -;
('
4
SUMMARY
OF SDILS INFORMATION (CONTD) 2/29/80 NRC'MEM0 THAT ETECH WOULD BE i
NRC CONSULTANT ON MECHANICAL ENGINEERING ASPECTS OF S0ILS ISSUES 4/1/80 NRC REQUESTED ADDITIONAL REPORTS,
'i DRAWINGS AND OTHER INFORMATION.
THIS WAS PROVIDED IN MAY.1980 f
6/30/80 SCHWENCER MEMO TO JWC00K REQUESTING ADDITIONAL INFORMATION (QUESTIONS l
36, 37 AND 38).
QUESTION 37 ASKED FOR ADDITIONAL EXPLORATION, i
SAMPLING AND LAB TESTING 7/31/80
' MET WITH STAFF AND CORPS OF ENGINEERS TO DISCUSS ADEQUACY OF OUR PROGRAM q
ON CORRECTIVE ACTION.
-l 8/4/80 SCHWENCER MEMO TO JWC00K ATTACHING 1
l MARKED UP LETTER REPORT DATED 7/7/80 WITH QUESTIONS 39 - 48 FROM CORPS OF ENGINEERS i
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I Le topr}fcd q
l' MIDLAND PROJECT i
Observed Settlements (Inches) 10 19g; of Structures September 79 to Present 1.
Diesel Gen. Bldg.
(.0625")
J
.j 2.
Aux. Bldg. Elect.
i Penetration Rooms (0.0625" (Approx. 0.02" Dewatering))
3.
Feedwater Iso. Pits (0.080")
4.
Service Water Structure (0.120")
EJ 5.
Serv. Water Struct. Wing Wall (0.010")
1 I
6.
Diesel Fuel Oil Stor. Tanks. (0.010")
- 7.
Condensate Stor. Tank (1.625" during Ioad Test)
(0.06" Last 90 Days)
- 8.
Circ. Water Wing Walls (0.040")
- 9.
Cooling Pond Dike (3 Points 1.875". - Since 6/6/78 0.010")
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