ML20094K124
| ML20094K124 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 10/03/1980 |
| From: | Kane J NRC |
| To: | |
| Shared Package | |
| ML19258A087 | List:
|
| References | |
| CON-BX16-059, CON-BX16-59, FOIA-84-96 NUDOCS 8408140551 | |
| Download: ML20094K124 (1) | |
Text
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Nd zMez -.s#o,, UNITED STATES p dh ~ g NUCLEAR REGULATORY COMMISSION wasmworow, o.c.nases ...../ ...w Docket Nos: 50-329 and 50-330 APPLICANT: Consumers Power Cogany FACILITY: Midland Plant, Units 1 and 2
SUBJECT:
SUPf4ARY OF MEETING HELD WITH CONSUMERS POWER ON GE0 LOGY - DECEMBER 2, 1982 On December 2,1982, the NRC staff met in Bethesda, Maryland with Consumers Power Cogany, Weston Geophysical and Dow Chemical to discuss oeolow issues which aus<: .be addrattad as oart 01' the Midland OL safarv avaluation. This subject relates
- o sectinn 2.5 of the Mid' and SER. A list of meeting attendees is attached as Tnclosure 1. is a compilation of the handouts and visual aids used in the course of the meeting. Enclosure 3 is a listing of questions that the staff raised during the course of the meeting.
SUMMARY
On behalf of the applicant, Weston summarized the results of their investigation dealing with recent geologic investigations relating to the Midland Plant site. This information is to be ultimately incorporated into the FSAR by amendment. A formal report will also be issued to the NRC early in 1982 to document the details and methodology of the investigation. The investigation utilized informatian developed by various other coganies and government agencies involved in dry or abandoned oil wells, coal test holes and water wells. The investigation, however, did not address all of the staff's concerns to the depth required and the appli-cant was given several questions to address prior to issuance of a revised FSAR section on geology *(see Enclosure 3). A presentation was made by Dow Chemical Cogany (whose Midland Plant is adjacent to the Consumers Nuclear Plant site) regarding past Dow subsurface mineral recovery operations in the general area. No open questions resulted from this presentation. The r==+4na concluded with a pr_esentation and discussion of the applicant's proposed j suos< dence monitoring program. J b l h hs Ronald W. Hernan, Project Manager Licensing Branch No. 4 Division of Licensing
Enclosure:
As stated cc: See next page r _lOC
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n -. a.. ~.g l MIDLAle Mr. J. W. Cook Vice President Consumers Power Cogany 1945 West Parnall Road Jackson, Michigan 49201 cc: Michael I. Miller, Esq. Mr. Don van Farrowe, Chief Ronald G. Zamarin, Esq. Division of Radiological Health Alan S. Farnell, Esq. Department of Public Health Isham, Lincoln & Beale P.O. Box 33035 Suite 4200 Lansing, Michigan 48909 1 First National Plaza Chicago, Illinois 60603 William J. Scanlon, Esq. 2034 Pauline Boulevard James E. Brunner Esq. Ann Arbor, Michigan 48103 Consumers Power Conpany 212 West Michigan Avenue U.S. Nuclear Regulatory Conmission Jackson, Michigan 49201 Resident Inspectors Office ~ Route 7 Myron M. Cherry, Esq. Midland, Michigan 48640 1 IBM Plaza Chicago, Illinois 60611 Ms. Barbara Stamiris 5795 N. River Ms. Mary Sinclair Freeland, Michigan 48623 5711 Summerset Drive Midland, Michigan 48640 Mr. Paul A. Perry, Secretary Consumers Power Conpany Stewart H. Freeman 212 W. Michigan Avenue Assistant Attorney General Jackson, Michigan 49201 State of Michigan Environmental Protection Division Mr. Walt Apley 720 Law Building c/o Mr. Max Clausen Lansing, Michigan 48913 BattellePacificNorthWestLabs(PNWL) Battelle Blvd. Mr. Wendell Marshall SIGMA IV Building Route 10 Richland, Washington 99352 Midland, Michigan 48640 Mr. I. Charak, Manager Mr. Roger W. Huston NRC Assistance Project Suite 220 Argonne National Laboratory 7910 Woodmont Avenue 9700 South Cass Avenue Bethesda, Maryland 20814 Argonne. Illinois 60439 i Mr. R. B. Borsus James G. Keppler, Regional Administrator Nuclear Power Generation Division U.S. Nuclear Regulatory Commission. Babcock & Wilcox Region III 7910 Woodmnnt Avenue, Suite 220 799 Roosevelt Road Bethesda, Maryland 20814 Glen Ellyn, Illinois 60137 6e o se, r. y ,,-.p.,.. --~+.,-4.~--,.,.,-.,-y=. ,r_, .wm ..,s-+ --e w n e w e- -*w.w--ww-w.ww--m.w-*ww---- -- ---i-w --v'm
. i. :.,... : ~ u. = :.w... ENCLOSURE 1 ' LIST OF ATTENDEES NRC Consumers Power A. Cardone D. Budzik H. Planner (LASL) T. Thiruvengadam i S. Brocoum R. Oliver J. Kimball R. Hernan Dow Chemical s Weston Geophysical R. Nagel L. Schultz S. Tedesco P. Turner R. Teifke R. Holt 1 e. y 4 1 l I i l 2 l l l l l l
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i ENCLOSURE 3 It is felt that evidence for a pre-Early Pennsylvanian age for the youngest displace-nent along faults identified in Devonian and ' Mississippian strata has'not been concluded from this presentation. The following questions and requests for addit 1onal infor-mation should help the staff make its decision as to the validity of this interpre-tation.
- 1) Can it be shown, by use of locally continuous beds or coal seams, that the Pennsylvanian Saginaw Fomation has not suffered faulting over those fault traces identified from structure contour maps of the Dundee Foma-tion, Traverse Group, or Marshall Fomation?
- 2) In cross-section E-E' (Figure 15), which traverses the southeast corner of Porter township,12 miles southwest of the plant site, a vertical fault is interpreted as extending from below the top of the Dundee Fomation upwards into the Michigan Fomation. Give a reason to why this fault could not be interpreted as extending vertically upward to cause the observed flexure in the Bayport limestone (labeled Par:na sandstone) and the offset of the thin shale unit within the Pennsylvania.
Saginaw Fomation.
- 3) Reprocess the data presented in your cross-sections by projecting critical stratigraphic horizons from other close drill-holes into the plane of the cross-section and by incorporating structures delineated in structure contour maps.
- 4) Supply the seismic reflection line available for an east-west traverse south of the plant site. Also provide an interpretation of what structural infomation can be obtained from this reflection line and how such structures relate to or do not show geologic data previously presented.
- 5) Use whatever " reliable" water well data is available to fomulate cross-sections over areas containing the identified Paleozoic faults to show that locally continuous beds in Pennsylvanian strata are not similarly displaced by these faults. Again, incorporate and project whatever bore hole data you can to present all your geologic data in a consistent and coherent fashion.
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= .. g.- ; - - - Y. r -[ 7 UNITED STATES -f,. NUCLEAR REGULATORY COMMISSION g a wasumorow.o c.: osse 3 3 f. G90 i Docket Nos.: 50-329/330 Mr. J. W. Cook Vice President Consumers Power Company l 1945 West Parnall Road Jackson, Michigan 49201 I DearMr.Cooki I j SU8 JECT: REQUEST FOR ADDITIONAL INFORMATION REGARDING PLANT FILL l i We have reviewed your responses to our requests of November 19, 1979 regarding the quality of plant fill, effects and remedial actions result-i ing therefrom. Our review is being performed with the assistance of the U. S. Army Corps of Engineers. We and they find that the results of additional explorations and laboratory testing identified in Enclosure 1 (Request 37) are needed to support required geotechnical. engineering studies. Details on the extent of these studies will be provided shortly by separate correspondence. is provided in order that initiate planning of the required explorations in a timely manner. you may How-ever we suggest you await receipt of these further details prior to physically beginning the explorat4ons. Enclosure 1 (Footnote 4 of Table 37-1) also includes requests for advanced notification of the availability of certain samples. i As noted in our Request 37 of Enclosure 1, your position in previous i responses to Requests 5 and 35 not to complete additional explorations, sampling and laboratory testing after preloading continues to be unaccept-able to us. So that you might better understand our position, we offer the following observations: i (1) The preload program as completed on the heterogeneous materials I which were placed for the purpose of structural fill is not necessarily an improvement, nor does it necessarily produce founda-tion soils of more unifom engineering properties, compared to the soil perfomance which would have resulted if the material had been properly compacted to the original requirements established in the ) Midland PSAR. (2) To develop reasonable assurance of plant safety, the required studies are needed to serve as an independent verification of the predictions of future settlements and the conclusions of the preload program. mm-- m ,_.,_.,m-,, ~r-,- ,,.,,,..,,m ,,.--y .y,,.,,w,,,.,,,_,,,,,.,__,
3 4 ~ Mr. J. W. Cook JUN 3 01930 (3) The required studies will permit an estimate of total and differential _ settlement for involved structures and systems following drawdown with the proposed permanent dewatering system. (4) Certain aspects of the preload program, such as the complication introduced by the simultaneous raising of the cooling pond reservoir, present difficulties in our full acceptance of your conclusion of the preload program. ' also includes other. requests for information which we and the U. S. Army Corps of Engineers need to continue our review. We would appreciate your response to Enclosure 1 at your earliest opportunity. A partial reply based upon data already available should be submitted rather than to await the results of new' borings and tests contained in parts of Enclosure 1. Should you require clarifications of these requests
- e and positions, please contact us.
Sincerely,* / WMEL-A. schwencer, Acting Chief Licensing Branch No. 3 Division of Licensing
Enclosure:
As stated cc: See next page i 5 i l i .gy ...,___,-.___.-._.,._,--,--.--,---,__,,_--,--c.,_---- - - - -, - - -.,.. -...... - _.. - -. - - ~ - - - - - - - - - - - * - - - - - - - - - - - - - - - - = - * - - -
-z a. lx cc: Michael I. Miller, Esq. Isham, Lincoln & Beale Suite 4200 1 First National Plaza Chicago, Illinois 60603 Judd L., Bacon, Esq. Managing' Attorney Consumers Power Company 212 West Michigan Avenue Jackson, Michigan 49201 Mr. Paul A. Perry, Secretary Consumers Power Company 212 West Michigan Avenue Jackson, Michigan 49201 Myron M. Cherry, Esq. 1 IBM Plaza Chicago, Illinois 60611 t Ms. Mary Sinclair 57?1 Sumerset Drive Midland,' Michigan 48640 Frank J. Kelley, Esq. Attorndy General State of Michigan Environmental Protection Division 720 Law Buf1 ding Lansing, Michigan 48913 Mr. Wendell Marshall Route 10 Midland, Michigan 48640 Grant J. Merritt, Esq.. Thompson, Nielsen, Klaverkamp & James 4444 IDS Center 80 South Eighth Street Minneapolis, Minnesota 55402 y v, ,7
3_ cc: Commander, Naval Surface Weapons Center ) ATTN: P. C. Huang G-402 White Oak Silver Spring, Maryland 20910 Mr. L. J. Auge Manager Facility Design Engineering Energy Technology Engineering Center P. O. Box 1449 Canoga, Park, California 91304 Mr. William Lawhead U. S. Corps of Engineers NCEED - T 7th Floor 477 Michigan Avenue Detroit, Michigan 48226 e k O e i 8 I e t ~ 1- - - - -
ADDITIONAL REQUESTS REGARDING PLANT FILL 36. We have reviend your response to Request 24 and find that information from additional boring logs is needed. Provide the boring logs for the following explorations: a. Pull down holes PD-1 thru PD-27 (35 holes that include 8A, 20A, 208, 20C,15A,158,15C and 27A) b. LOW-1 thru LOW-14 (14 holes) c. TW-1 thru TW-5 and PZ-1 thru PZ-48 (55 holes) d. 0W-1 thru OW-5 (5 holes) e. TEW-1 thru TEW-8 (8 holes) The lo'gs should include date and method of drilling, the type and location of samples attempted. Also provide the locations, boring logs and available test data of any exploration completed in 1979 and 1980 which has not yet been submitted. 37. Your position in previous responses to Requests 5 and 35 not to ~ (RSP) complete additional explorations, sampling and laboratory testing following the preload program continues to be unacceptable. We require that you complete as a minimum, the exploration and test-ing program indicated by Table 37-1, 38. Discuss the foundation design for any seismic safety-related piping and conduit connected to or located under the Radwaste Building and Turbine Building where piping and conduit have been placed on plant fill. l s - - ~. -
1 Page 1 of 2 .l l Table 37-1 i" Request for Additiona_1 Exp,1 orations, Sampling and_ Testing 2 M N Anticipated Geotechnical El Location U Depth ] 3,,pjg,g Lab Testing Engineering Studies to be Required Diesel Generator [Thrufillanda Classify samples for cohesive soils 8 earing Capacity Building iminimum of 5' according to C-D.(Consolidated-Drained) Settlement (6holesalong .into natural Unified Soils C-U (Consolidated-Undrained) Piping Distortion j i i perimeter) iglacial till soils Classification Consolidation SJ System j For sands Drained Direct Shear on both loose & dense spect-mens Relative Density i l ,l # Auxiliary Building Same as above Same as above Same as above except Caisson FounA. tion (2 holes) add U-U (Unconsolidated-Design (Vertical and i Undrained for cohesive Lateral Load Support) soils 1 } Service Water Pump i StructureAand Re-I Same as above except con-Pile Foundation Design (1 holeh Same as above same as above solidation testing would (Vertical and Lateral Load i taining Walls (2 holes) l be limited to samples in Support) retaining wall foundations. ' Retaining Wall stability & i Settlement. j. 1 Cooling Pond Em-Extend thru fill .For cohesive soils i bankments and a minimum of Same as above (7 holes along 5' into natural C-D Consolidated-Drained) Slope Stability-perimeter) residual soils ex-C-U Consolidated-Undrained) Fill compaction adequacy cept hole no. 5 U-U Unconsolidated-Undrained) which should extend I to bottom elevation of cooling pond. i NOTES: See page 2 s l
m- ,,m.-n- --m.1 . +, e. . + :.~mm a.ow sa Page 2 of 2 Table 37-1 (continued) NOTES: 1/ See attached Figs. 37-1 and 37-2 for approximate boring location. Mcles to be accurately located in the field to avoid obstructions, underground piping and conduits and slurry trench area. 2f No boring is to be terminated in loose or soft soils. 3/ Continuous split spoon sampling using SPT is required. Holes are to be held open using either casing or hollow stem auger. Additional borings to obtain representative undisturbed samples for detailed laboratory testing should be located at the completion and elevation of the split spoon sampling program. The groundwater level should be recorded at the completion of drilling in all borings once the level has stabilized. 4.f Nomal classification (e.g. gradation, Atterbeny Limits) unit weight and moisture content testing to be perfonned on representative samples from each significant foundation layer. - This column pertains to lab testing in aditition to the above mentioned tests. It is requested that at least one week notice be provided to the NRC before opening undisturbed samples to pemit on site visual observation by Corps of Engineer representative. y The maximum load should be great enough to establish the straight-line portion of the void ratio-pressure curve. !/ Details on the extent of geotechnical engineering studies to be completed using the results of field and lab testing work will be provided in a separate letter. S i 5 -,=,__,..,m. g.,_.._
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