Text

Reviews Details of 830606 Telcon Re Util Request for NRC Authorization to Use Util Access Tunnel in Const of Piers CT1 & 12
	ML20076J551
Person / Time
Site:	Midland
Issue date:	07/15/1983
From:	Mooney J; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	Harrison J; NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III)
References
	23706, NUDOCS 8309070232
	Download: ML20076J551 (96)
	v • d • e

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Mr J J Harrison Midland Project Section IE 7 1 6 US Nuclear Regulatory Commission ML 0L Q; R Region III .

D:llM g 799 Roosevelt Road Glen Ellyn, IL 60137 MIDLAND ENERGY CENTER PROJECT GWO 7020 MIDLAND S0ILS TELECON OF JUNE 30, 1983 File: 0485.16 UFI: 42*05*22*04 Serial: 23706 12*32 A telecon was arranged between the participants listed below on June 6, 1983 to discuss Consumers Power Company's request for NRC authorization to use the Utility Access Tunnel (UAT) as a means of constructing Piers CT1 and 12.

Utilizing the UAT allows loading of CT1 and CT12 prior to removing the soil from KC-4 to KC-5 and from KC-9 to KC-8. This approach was earlier presented to the Case Load Forecast Panel, NRC Region III and NRR. The purpose of this telephone conversation was to review the details with the staff.

PARTICIPANTS l

J Kane, NRC *J Darby, Bechtel i R Landsman, NRC *M Lewis, Bechtel S Poulos, NRC (Consultant) V Verma, Bechtel K Razdan, CP Co (*Part Time)

R Wieland, CP Co l As noted below, the subjects covered not only the UAT but also other items related to the underpinning of the auxiliary building.

l l

The following is a summary of the discussions and agreements during the telecon. The responses to various items are a follow-up to the staff's

. request for further information.

l Item 1 - Building Movement

(

NRC Region III was informed on 6/28/83 that there was an increase in the settlement trend of A value associated with DSB 2W. An update on the building movements at the end of the EPA's was provided. It was pointed out to the NRC that based on the present trends of differential settlement (6 ) ,

7 OC0783-0006A-CN01

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at the west EPA, that the phase III alert level could be reached sometime in the beginning of September, 1983 (assuming the grillage at Pier 8 is not jacked). However, based on the present progress, it is expected that the grillage at Pier 8 would be jacked near the end of August, 1983. The A , at the east end of the EPA is much smaller. The NRC was informed that the strain readings in the critical areas were consistent with the order of magnitude of the ai readings. Also, no change in crack widths has been detected since drifting under the EPA. The movement under the west EPA started in early May, 1983.

CPCo agreed to send the following information to the NRC:

A. Updated absolute settlement plots; B. including explanations of any local variations and Updated plots conclusions of A,he about t trend; C. Plots of strain in critical building areas since the beginning of May, 1983. (CPCo also committed to maintain these plots in future in addition to the present tabulation);

D. Plot showing the construction events on the same scale as the settlement plots of A & B; E. The RGE's daily report giving the sketches of a void encountered under the west EPA and the details relative to the actions taken.

Response 1 Enclosures 1-5 cover the various plots and data requested.

Item 2 - Crack Monitoring A discussion on crack monitoring took place with the NRC observing that there were alternative methods for measuring crack width.

Response 2 The present measuring technique has produced data with a high degree of reliability, as demonstrated by the consistency of data from reading to reading. CPCo proposes no changes in the system at this time.

Item 3 - Load Test Report The NRC indicated that the load test report for Pier Wil delineated in Spec C-195, Appendix D should be submitted to them. The NRC indicated that it is not necessary that this report be submitted prior to approval of the Pier CT-1/CT-12 work package.

Response 3 The report will be submitted under separate cover.

CC0783-0006A-CN01

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g Item 4 - Load Test Letter-The NRC' indicated that they had not reviewed the CPCo letter / dated June 9,-

1983 regarding;the options adopted after thefpier load test. -It was indicated that after their review,- conference call would be held between CPCo and NRC-

~

(R Landsman,.J Kane, S-Poulous'and F Rinaldi) to discuss this letter.

.R Landsman indicated that the NRC would like to discuss an audit of the' calculations which form the basis of the June 9, 1983 letter.

Response 4 The calculations'and all data are available for review by the NRC upon.

request.

Item 5 - Tie Backs F Poulos commented that the Tie Back System submitted with telecon notes of March 7 and 8, 1983 seems to'be large and has extensive trusses. He remarked that'maybe it:could be made more economica1'by providing diagonal ties between the top of the piers and the Turbine M at. It was decided that a conference-call would be held between CPCo and NRC (F Rinaldi and R Landsman) to discuss NRC's comments on the tie back scheme.

Response 5 CPCo will participate in a conference call as requested.

Item 6 - Utility Access Tunnel (UAT)

A discussion was held-regarding the access through the UAT. The sketches of this scheme were included with the telecon notes of March 7 and 8, 1983. It was indicated to the NRC that Pier CT-1 would not be approached until the grillage at Pier W8 was jacked.

At this stage, Pier KC3 may (as noted on this schedule) be completed. Pier W5 and excavation for grillage at Pier W5 would not be initiated until CT-1 is jacked. However, the long drift to KC-4 and Pier KC-4 may be completed before

-jacking Pier CT-1. The long drift from KC-4 to KC-5 will not be started until CT1 is loaded. The NRC commented that when the grillage at W5 is jacked, af ter_ jacking CT-1, there will be a hard spot, at the CT-1 pier, which may attract more load. CPCo indicated that provisions have been made in the '

design for~this condition as follows:

. A. Reserve capacity of approximately 60% for the CT-1 pier (the anticipated load on this pier, based on contributory load, is 750 tons. However, the pier and its bell footing have been designed for a load of 1125 tons).

f B. The provision in the specification that during jacking of the grillage at W5, CT-1 may be kept on active jacks to limit load.

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k C .~ The provision in the specification-that during jacking of the_' grillage,at.

Pier W5. corrective action be taken on reaching a small. settlement-

-(approximately 10 mils)'at Pier CT-1.

Note: The above discussion is applicable to. equivalent piers on-east side of building.

Response 6 The sequence of W8 followed by'CT-1 followed by W5 is the same as originally planned and approved by the NRR as shown in.SSER-2 Page I-15, Items 3.1, 3.2,

~3.3 and 3.4. 11e UAT' concept changes only the construction, not the design, and, as discussed, the construction access change actually enhances the design by not having the KC-4 to KC-5 drift in place until CT-1 is loaded.

Item 7 - Grouting The NRC questioned whether provisions for emergency grouting in the control tower area are in place.

Response 7

-The present equipment is available and adequate for emergency use.

Item 8 - Wedges i The present system of rejacking was discussed. It was pointed out that rejacking requirements are determined by using data from the monitoring system. The NRC' questioned whether this was adequate criteria relative to

. individual wedge loosening.

I Response 8 CPCo feels present method is adequate and conformance.with industry practices and further notes that the wedges have performed well to date'without any problem. However, CPCo will participate in a future discussion on this issue if requested.

Item 9 - May 12 and 13, 1983 Site Visit NRC indicated that D Hood would be issuing an action item list from their May 12 and'13 site visit and CPCo should pursue this with D Hood.

Response 9 f CPCo will respond to the NRC action item list when it is issued.

Item 10 -CT1/12 Approval

! R Landsman pointed out that before approving Pier CT-1/12 package, he would like Items 4, 7 and 8 to be resolved.

OC0783-0006A-CN01 t

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Response 10 No response required.

' Item 11 -- Carlson Stress Meters CPCo indicated that'the'following changes had been made in the Carlson Stress Meters as a result of the pier load test:

A. The rebar, at the top of the Carlson Stress Meters, to support the Carlsons had been removed.

B. The Carlson Meters are being calibrated after encasement in the protective concrete.

Response 11 No response required.

p..,

JAM /RHW/klm OC0783-0006A-CN01

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ACTION 'INFORMATION-

J W Coon, P26-336B R A. Wells, MPQAD A J Boos, Bechtel Ann Arbor J.A Mooney, P14-115A J E Brunner, M-1079 J R Schaub, P14-305 R C Bauman, P14-314B W R Bird, P14-418A' J K Meisenheimer, Midland A R Mollenkopf, P14-408A D B Miller, Midland

, J Simpson, FSO F W Buckman, P24-624A D B Budzik, P24-517A N J Saari, Midland D F Lewis, Bechtel Ann Arbor R W Huston, Consumers Power Company 7910 Woodmont Avenue Suite #220 Bethesda, Maryland 20014 R L Tueteberg, P24-505 NRC Correspondence File, P24-517 g Mr. Mike Miller Isham, Lincoln & Beale 3 First National Plaza, Suite #5100 Chicago, IL 60602 Isham, Lincoln & Beale 1120 Connecticut Avenue N.W.

Washington, D.C. 20036 R M Wheeler, Midland -

A E Blocher, Midland T R Thiruvengadam, P14-400 Neil Swanberg, Bechtel Ann Arbor Mr. Ron Callen Michigan Public Service Commission 6545 Mercantile Way Lansing, MI 48909 File: 0485.16 UFI: 42*05*22*04

Consurners Povver 24a --<

Company *'-'*"

Midland Project Office General offices: 1945 West Pamell Road, Jackson, MI 49201 + (517) 788-0774 July 15, 1983 Mr J J Harrison Midland Project Section US Nuclear Regulatory Commission Region III 799 Roosevelt Road Glen Ellyn, IL 60137 MIDLAND ENERGY CENTER PROJECT GWO 7020 MIDLAND SOILS TELECON OF JUNE 30, 1983 File: 0485.16 UFI: 42*05*22*04 Serial: 23706 12*32 A telecon was arranged between the participants listed below on June 6, 1983 to discuss Consumers Power Company's request for NRC authorization to use the Utility Access Tunnel (UAT) as a means of constructing Piers CT1 and 12.

Utilizing the UAT allows lw. ding of CT1 and CT12 prior to removing the soil from KC-4 to KC-5 and from KC-9 to KC-8. This approach was earlier presented to the Case Load Forecast Panel, NRC Region III and NRR. The purpose of this telephone conversation was to review the details with the staff.

PARTICIPANTS 1

l J Kane, NRC *J Darby, Bechtel l R Landsman, NRC *M Lewis, Bechtel S Poulos, NRC (Consultant) V Verma, Bechtel K Razdan, CP Co (*Part Time)

R Wieland, CP Co As noted below, the subjects covered not only the UAT but also other items related to the underpinning of the auxiliary building.

The following is a summary of the discussions and agreements during the telecon. The responses to various items are a follow-up to the staff's request for further information.

Item 1 - Building Movement NRC Region III was informed on 6/28/83 that there was an increase in the settlement trend of o value g associated with DSB 2W. An update on the building movements at the end of the EPA's was provided. It was pointed out to the NRC that based on the present trends of differential settlement (Ay ),

OC0783-0006A-CN01

F .

at the west EPA, that the phase III alert level could be reached sometime in the beginning of September, 1983 (assuming the grillage at Pier 8 is not jacked). However, based on the present progress, it is expected that the grillage at Pier 8 would be jacked near the end of August, 1983. The A g, at the east end of the EPA is much smaller. The NRC was informed that the strain-readings in the critical areas were consistent with the order of magnitude of the A, readings. Also, no change in crack widths has been detected since

, drifting under the EPA. The movement under the west EPA started in early May,-

1983.

CPCo agreed to send the following information to the NRC:

. A. Updated absolute settlement plots; i

B. Updated plots of A, including explanations of any lccal variations and conclusions about the trend; C. Plots of strain in critical building areas since the beginning of May, 1983. (CPCo also committed to maintain these plots in future in addition

to the present tabulation);

D. Plot showing the construction events on the same scale as the settlement plots of A & B; E. The RGE's daily report giving the sketches of a void encountered under the l

west EPA and the details relative to the actions taken.

i Response 1 Enclosures 1-5 cover the various plots and data requested.

l Item 2 - Crack Monitoring g A discussion on crack monitoring took place with the NRC observing that there were alternative methods for measuring crack width.

Response 2 The present measuring technique has produced data with a high degree of reliability, as demonstrated by the consistency of data from reading to reading. CPCo proposes no changes in the system at this time.

Item 3 - Load Test Rep' ort The NRC indicated that the load test report for Pier Wil delineated in Spec C-195, Appendix D should be submitted to them. The NRC indicated that it is not necessary that this report be submitted prior to approval of the Pier CT-1/CT-12 work package.

Response 3 The report will be submitted under separate cover.

s OC0783-0006A-CN01

Item 4 - Load Test Letter The NRC indicated'that they had not reviewed the CPCo letter dated June 9, 1983 regarding the options adopted after the pier load test. It was' indicated that after their review, conference call would be held between CPCo and NRC (R Landsman, J Kane, S Poulous and F Rinaldi) to discuss this letter.

R Landsman indicated that the NRC would like to discuss an audit of the calculations which form the basis of the June 9, 1983 letter.

Response 4 The calculations and all data are available for review by the NRC upon request.

Item 5 - Tie Backs S Poulos commented that the Tie Back System submitted with telecon notes of March 7 and 8,1983 seems to be large and has extensive trusses. He remarked that maybe it could be made more economical by providing diagonal ties between the top of the piers and the Turbine Mat. It was decided that a conference call would be held betneen CPCo and NRC (F Rinaldi and R Landsman) to discuss NRC's comments on the tie back scheme.

Response 5 CPCo will participa- in a conference call as requested.

i Item 6 - Utility Ac ess Tunnel (UAT)

A discussion was held regarding the access through the UAT. The sketches of this scheme were included with the telecon notes of Margh 7 and 8, 1983. It was indicated to the NRC that Pier CT-1 would not be approached until the grillage at Pier W8 was jacked.

At this stage, Pier KC3 may (as noted on this schedule) be completed. Pier W5 and excavation for grillage at Pier W5 would not be initiated until CT-1 is jacked. However, the long drift to KC-4 and Pier KC-4 may be completed before jacking Pier CT-1. The long drift from KC-4 to KC-5 will not be started until CT1 is loaded. The NRC commented that when the grillage at W5 is jacked, af ter jacking CT-1, there will be a hard spot, at the CT-1 pier, which may attract more load. CPCo indicated that provisions have been made in the design for this condition as follows:

A. Reserve capacity of approximately 60% for the CT-1 pier (the anticipated load on this pier, based on contributory load, is 750 tons. However, the pier and its bell footing have been designed for a load of 1125 tons).

l B. The provision in the specification that during jacking of the grillage at W5, CT-1 may be kept on active jacks to limit load.

s OC0783-0006A-CN01 l

C. The provision in the specification that during' jacking of the grillage at Pier W5, corrective action be taken on reaching a small settlement (approximately 10 mils) at Pier CT-1.

Note: The above discussion is applicable to equivalent piers on east side of building.

Response 6 The sequence of W8 followed by CT-1 followed by W5 is the same as originally planned and approved by the NRR as shown in SSER-2 Page I-15 Items 3.1, 3.2, 3.3 and 3.4. The UAT concept changes only the. construction, not the design, and, as discussed, the construction access change actually. enhances the design by not having the KC-4 to KC-5 drift in place until CT-1 is loaded.

Item 7' - Grouting The NRC questioned whether provisions for emergency grouting in the control tower area are in place.

Response 7 The present equipment is available and adequate for emergency use.

Item 8 - Wedges The present system of rejacking was discussed. It was pointed out that rejacking requirements are determined by using data from the monitoring system. The NRC questioned whether this was adequate criteria relative to individual wedge loosening.

Response 8 g CPCo feels present method is adequate and conformance with industry practices and further notes that the wedges have performed well to date without any problem. However, CPCo will participate in a future discussion on this issue if requested.

Item 9 - May 12 and 13, 1983 Site Visit NRC indicated that D Hood would be issuing an action item list from their May 12 and 13 site visit a,nd CPCo should pursue this with D Hood.

Response 9 CPCo will respond to the NRC action item list when it is issued.

Item 10 -CT1/12 Approval R Landsman pointed out that before approving Pier CT-1/12 package, he would like Items 4, 7 and 8 to be resolved.

l OC0783-0006A-CN01 l

L

Response 10 No response required.

Item 11 - Carlson Stress Meters CPCo indicated that the following changes had been made in the Carlson Stress Meters as a result of the pier load test:

A. The rebar, at the top of the Carlson Stress Meters, to support the Carlsons had been removed.

B. The Carlson Meters are being calibrated after encasement in the protective concrete.

Response 11 No response required.

ee %

JAM /RHW/klm t

OC0783-0006A-CN01

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ATTACHMINT C To F.CP 15.000 ;

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