ML20071E720
| ML20071E720 | |
| Person / Time | |
|---|---|
| Site: | Braidwood  |
| Issue date: | 03/08/1983 |
| From: | Swartz E COMMONWEALTH EDISON CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| 6150N, NUDOCS 8303150336 | |
| Download: ML20071E720 (64) | |
Text
. _ .
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EN Commonwealth Edison
[ ) one First Nation:1 Plaza, Chicago. Ilknois
( O } Addr:ss R ply to: Post Office Box 767
\ j Chicago, Illinois 60690 gg, March 8, 1983 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, DC 20555
Subject:
Braidwood Station Units 1 and 2 Additional FSAR Information NRC Docket Nos. 50-456/457 References (a): B. J. Youngblood letter to L. O. DelGeorge dated January 14, 1983 (b): B. J. Youngblood letter to L. O. DelGeorge dated February 1, 1983
Dear Mr. Denton:
The above References requested that the Commonwealth Edison Company provide certain additional information concerning our FSAR for Braidwood Station Units 1 and 2.
The Attachment to this letter provides our response to Questions 10.60, 10.62, 361.1 thru 361.5, 362.1, 362.10, 371.9, 371.10, 371.19 and 372.23. Our FSAR will be amended to include the information contained in the Attachment to this letter as appropriate. Additionally, our schedule for submittal of the remaining open items is currently being discussed with Ms. Janice A.
Stevens.
Please address any questions that you or your staff may l have concerning this matter to this office.
One (1) signed original and fifteen (15) copies of this letter with Attachment are provided for your use. For the purposes of clarity, one (1) set of 11" x 17" figures referenced in our i responses to the above questions and three (3) full size copies of
- drawing S-127-BR (Figure 2.5-39) are being sent directly to Ms.
, Janice A. Stevens.
l Very truly yours O
8303150336 830308 CE...sd [0 /m?-
! PDR ADOCK 05000456 l AA PDR Douglas Swar Nuclear Licensing Administrator Attachment cc: J. G. Keppler - RIII RIII Inspector - Braidwood 6150N
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, BRAIDWOOD-FSAR
,UESTION Q 010.60
" Assuming continued operation of the circulating water and nonessential service water pumps following a seismic event, describe the means provided for assuring that this does not result in reducing the level of the essential cooling pond to the point where less water is available than that assumed in the analysis for the 30-day cooling capability of the pond. The pond level should be assumed to be at its minimum elevation (590'-0") following the seismic event. Justify any assumptions in the above evaluation."
RESPONSE
Following a seismic event the essential cooling pond will be at its minimum elevation (590 feet 0 inch) only if the retaining dikes of the main cooling pond have failed. As described in Subsection 10.4.5, the circulating water pumps will not operate satisfactorily with a submergence of less than 2 feet.
This corresponds to a pond elevation of 590 feet 0 inch.
As a result, the circulating water pumps will not operate after the postulated event.
The nonessential service water pumps require 8 feet of submergence of the intake to operate properly. This corre-
..sponds to a level of 591 feet 10 inches. As a result, the nonessential service water pumps will not operate after the postulated event.
The analysis in Subsection 9.2.5 is valid for any potential event. As discussed above, the only pump which would take suction from essential cooling pond after the level is reduced to elevation 590 feet 0 inch is the essential service water pump.
l Q10.60-1 l
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, BRAIDWOOD-FSAR QUESTION 010.62
" Describe the differences in the circulating water system failure flooding analysis between the Byron and Braidwood Stations. Verify that the resulting flooding does not affect safe shutdown of the plant assuming a cencurrent single failure in essential equipment. Relate your response to that provided in response to Byron Question 010.50."
RESPONSE
There is no significant dif ference between the circulating water system failure flooding analyses for Byron and Braidwood Stations. The response to Question 10.50 is applicable to both stations. The source of circulating water at Braidwcod, the cooling pond, is 5 feet lower than the Byron cooling tower flume. The only ef f ects of this dif f erence are a slightly slower inflow rate due to reduced head at Braidwood, and a slightly lower final flood level at Braidwood. Both of these differences result in the Byron analysis being conservative for both stations.
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e 010.62-1
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e a e BRAIDWOOD-FSAR QUESTION 361.1 "The inset note on Figure 2.5-12 states that structural details of the area on Fig. 2.5-12 are shown in Fig. 2.5-9a.
Fig. 2.5-9a apparently has not been submitted yet. Please provide the figure."
RESPONSE
The figure referred to on the inset note on Figure 2.5-12 should be Figure 2.5-11, not Figure 2.5-9a. Figure 2.5-12 has been revised and will be included in the next amendment.
Q361.1-1
r-BRAIDWOOD-FSAR QUESTION 361.2 "The following both refer to Figure 2.5-33, Contours on top of the Colchester No. 2 Coal Member:
"(a) In the vicinity of the heater bay, elevations of the top of the #2 Coal from boreholes MP-31 and MP-36, 496.5' and 497.3', are located between the 498 and 500 ft contour lines. Either the elevations are incorrect, or the contour configuration must change.
Please explain or correct.
" (b) The configuration of the contours on the map suggest that the surface of the Colchester #2 Coal bed is not as planar as might be expected from undisturbed flat lying rock. Although the contour interval is small there still appears to be an elongated trough-like depression at the north end of the map enclosed by contours 494 and 496 (which, if continued on the basis of the two elevations at the northeast and parallels 494 to its end). A second more irregular, heart-shaped depression delineated by contour line 500 underlies parts of the auxiliary and turbine buildings. This depression coincides with a U-sha. ped trough at the top of the Ft. Atkinson Limestone of Fig. 2.5-34, sheet 2. Please explain these config-urations in view of the fact that the Colchester
- 2 Coal bed is used in the FSAR as a persistent marker bed assuring there is no deformation (faulting, etc.)
in the plant site."
RESPONSE
Item a: The contour configuration in Figure 2.5-33 has been revised and will be included in the next amendment.
! Item b: As discussed in Subsection 2.5.1.2.5.2, the tops l of both the Colchester No. 2 Coal Member (shown in Figure 2.5-33) and the Ft. Atkinson Limestone (shown l
in Figure 2.5-34, Sheet 2 of 2) are erosional surfaces.
Therefore, the minor warping configuration shown on each of these units may be due as much to erosion l
as to tectonic activity and the fact that structures j shown on one unit are similar to structures shown However, it i on another unit may be coincidental.
is possible that minor warping of the two geologic units may be due to tectonic forces acting on the La Salle Anticlinal Belt.
- Q361.2-1
BRAIDWOOD-FSAR s
Clegg (1965, Page 93) indicates that structural and stratigraphic relationships in northern Illinois show that a second phase of deformation of the La Salle Anticlinal Belt began after the deposition of the Colchester No. 2 Coal and possibly continued to the end of or after Pennsylvanian time.
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Q361.2-2
BRAIDWOOD-FSAR QUESTIONS 361.3 "The second line in p. 2.5-47 of the FSAR refers to Figures 2.5-36 and 2.5-46 as maps showing all known coal mines within 1 mi surrounding the plant site and cooling pond areas. However, Fig. 2.5-46 is a graph correlating earth-quake intensity with acceleration. Do you mean to refer to Fig. 2.5-36A as the other map of known mines?"
RESPONSE
The second line on Page 2.5-47 has been corrected to reference Figures 2.5-36 and 2.5-36A, and will be included in the next amendment.
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Q361.3-1
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BRAIDWOOD-FSAR QUESTION 361.4
" Fig. 2.5-39 is a detailed topographic map of the plant site.
"a. The scale of this map is too small to be of use.
Please provide either the original or a larger copy that is legible.
"b. Please indicate the significance of the ' cloud-like' symbols. Do they indicate vegetation, or have they some other meaning?"
RESPONSE
A full-size copy of Sargent & Lundy drawing S-127-BR (Figure 2.5-39) will be provided under separate cover. The " cloud-like" symbols indicate vegetation.
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Q361.4-1
r-BRAIDWOOD-FSAR QUESTION 361.5 "The following address Section 2.5.4.3.1, Excavation mapping:
" (a) Figure 2.5-55 indicates the location of excavation mapping reported on in the FSAR. Three locations are indicated as having been mapped, with Figures 2.5-49-2.5-54 illustrating these three localities. In view of the fact that these three locations represent a very small portion of the exposed bedrock in the excavations, and there is well-developed jointing evidence in two of the photographs, the staff would like to examine the 190 photographs of the 145 locations in the excavations referred to in Section 2.5.4.3.1.1.2,
- p. 2.5-68. Please mark them clearly as to location and direction of viewing on the photos and on the excavation location map.
" (b) Please explain why detailed study of joints in the excavations was not possible (compare with section 2.5.1.2.5.1 on jointing). If you have joint data from the excavations, please put it into some tabulated form (Rose diagram, etc.) and submit it for review, with a discussion of its significance.
" (c) A, note on Figures 2.5-72 and 2.5-73 states that
' excavation mapping of Category I structures is presented in Attachment 2.5A'. However, 2.5A is a letter from the Illinois Geological Survey that describes a visit by IGS staff to the excavation.
Please clarify."
RESPONSE
Item a: A map showing the locations of the photographs is given in revised Figure 2.5-55. One set of these photos is presently available. The NRC is welcome to view these photographs at any time.
Item b: The primary purpose of the geologic mapping of the excavations for Category I structures at the site was to confirm that the site stratigraphy as exposed in the excavations was in agreement with that evaluated by the boring program and presented in the PSAR.
Another purpose of the excavation mapping program was to ascertain that no faults were present in any of these excavations. Faulting is discussed in Sub-section 2.5.1.2.5.3. No data on joint orientation or spacing was collected during the excavation mapping program. A discussion of site jointing is presented in Subsection 2.5.1.2.5.1.
l Q361.5-1
BRAIDWOOD-FSAR Item c: The geologic mapping of the excavations for the Cate-gory I structures is discussed in Subsection 2.5.4.3.1.1. l' The note on Figures 2.5-72 and 2.5-73 has been changed to give the proper reference, and will be included in the next amendment.
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Q361.5-2
.o BRAIDCOOD-FSAR QUESTION 362.1
" Submit time-settlement plots for all Category I structures where settlements are being monitored. The plots should be up-to-date. Tabulate values of measured maximum dif fer-ential settlemetns.and anticipated differential settlements assumed in the analysis of these structures and appurtenances such as connecting pipes and conduits. Evaluate the impact of any differences between the measured and the anticipated settlements on the design and construction of these facilities.
Unless the applicant can demonstrate that adequate settlement margins are presently available and that future settlement will be negligible, the staff will require that the total and differential settlement of the safety related structures be monitored for a period of 5 years after issuance of the Operating License. The impact of observed settlement, if any, on the design limits of Category I structures and appurtenances should be evaluated annually during this period and reported to the NRC."
RESPONSE
A system of construction settlement monuments was established for the foundations of Category I structures during 1977 and 1979 as shown in Figure Q362.1-1. These monuments were installed and monitored by the contractor for the purpose of construction control and settlement monitoring. Seven of these monuments (U , V , N, R4, Z, KK, and XX) have been monitored continuously from the beginning of construction in 1977 to August 1980.
Many of the other original monuments were discontinued because of construction interferences, and some were replaced in February 1979 by new monuments at similar locations within the same building. Other new monuments were also added at'this time.
In August 1980, monitoring was halted because settlement was complete under approximately 95% of the plant static load with measurements within the accuracy of the surveying equipment
.and methods used. Time settlement plots for all the construction settlement monuments are shown in Figure Q362.1-1 and presented in Figures Q362.1-2 through Q362.1-19.
In September 1981, a new set of operational settlement monuments was established throughout the plant. The intent of monitoring these monuments was to provide additional data to show that plant settlement under full static load is complete. The new monuments were installed on two floor levels which will -
reduce errors introduced into survey circuits by eliminating excessive traveling between different building levels. The locations of the operational settlement monuments are shown in Figure Q362.1-20. Time settlement plots for all the operational settlement monuments are presented in Figures Q362.1-21 through Q362.1-31.
Q3 62.1- 1
BRAIDWOOD-FSAR Table Q362.1-1. is a summary of the maximum measured differential settlements for all construction and operational monuments.
Table 0362.1-2 is a summary of projected maximum total and differential settlements for each Category I structure. These total and differential settlements have been calculated after reviewing the stabilized elevations of key Category I monuments. The stabilized elevations have been identified on the settlement plots. Some allowance has been made in the total settlement due to the small amount of building load that still remains to be placed. The new operational phase monuments, installed in September 1981, clearly show that their maximum differential settlement is less than or equal to -0.01 feet (-0.011 feet maximum) . This settlement is con-sidered negligible and indicates that settlement has stabilized.
The differential settlements given in Table Q362.1-2 are all less than or equal to -0.03 feet. This is significantly less m, than 1/2-inch or more which was assumed in the design of att- 4eut/4/2F ctructurer_ The only safety-related pipe or conduit that tm is not suspended is the essential service water pipeline. %
This pipeline travels beneath the heater bay building and N enters the turbine room mat. Beneath the heater bay, it is s -
encased in reinforced concrete and supported on till or rock. The point of maximum differential settlement occurs as the encased pipeline enters the turbine room mat. The b pipeline is designed to take with adequate margin the 1/2-inch estimated differential settlement. (
It is concluded that all Category I structures have been designed to account for the maximum total and differential settlement /pr D MIS A RER.
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Q362.1-2
BRAIDWOOD-FSAR TABLE Q362.1-1 TALULATED DIFFERENTIAL SETTLEMENTS FOR SURVEY MONUMENTS MAXIMUM MEASURED MONUMENT PERIOD OF DIFFERENTIAL BUILDING NUMBER MEASUREMENT MOVEMENT (Feet)
Fuel 9 2/79 to 12/81 +0.002 10 2/79 to 8/80 -0.012 New 10 9/81 to 10/82 0.000 New 9 9/81 to 10/82 -0.002 51 9/81 to 10/82 +0.002 52 9/81 to 10/82 0.000 Refueling Water 40 2/79 to 8/80 -0.025 Storage New 40 9/81 to 10/82 +0.003 Tanks 55 9/81 to 10/82 0.000 Auxiliary KK 2/77 to 8/80 -0.059 Building LL 2/77 to 8/77 -0.013 JJ 2/77 to 5/77 -0.010 21 2/79 to 8/80 -0.020 22 2/79 to 8/80 -0.013 23 2/79 to 8/80 -0.015 24 2/79 to 8/80 -0.020 26 .2/79 to 8/80 -0.021
, 27 2/79 to 8/80 -0.027 28 2/79 to 8/80 -0.025 New 21 9/81 to 10/82 +0.006 New 26 9/81 to 10/82 +0.013 New 27 9/81 to 10/82 0.000 New 29 9/81 to 10/82 +0.001 l 53 9/81 to 10/82 < -0.002 54 9/81 to 10/82 -0.001 Unit 1 Containment U 2/77 to 8/80 -0.061 -
V 2/77 to 8/80 -0.052 N 2/77 to 8/80 -0.080 N
2 3/77 to 6/77 -0.014 N
4 3/77 to 6/77 -0.014 P 2/77 to 8/77 -0.004 13 2/79 to 2/80 -0.012 14 2/79 to 8/80 -0.~005 15 2/79 to 8/80 -0.010 -
36 2/79 to 8/80 -0.003 39 2/79 to 8/80 -0.018 New U 9/81 to 10/82 -0.002 New V 9/81 to 10/82 +0.018 New N 9/81 to 10/82 -0.001 New 3 9/81 to 10/82 -0.001 New 37 9/81 to 10/82 -0.004 New 39 9/81 to 10/82 +0.002
.Q362.1-3
I BRAIDWOOD-FSAR TABLE 0362.1-1 (Cont ' d )
MAXIMUM MEASURED MONUMERT PERIOD OF DIFFERENTIAL BUILDING NUMBER MEASUREMENT MOVEMENT (Feet)
Unit 1 Safety 1 (Nor theast Valve Room Room) -0.011 3 (Nor thwes t Room) 2/79 to 8/80 -0.027 Unit 2 Safety Valve Room 42 2/79 to 8/80 -0.024 Unit 2 Containment AA 2/77 to 6/77 +0.005 EB 2/77 to 6/77 '+0.006 R 2/77 to 6/77 -0.001 Ry 2/77 tc 8/77 -0.014 R
2 2/77 to 5/77 -0.020 R 2/77 to 8/77 -0.013 R3 2/77 to 8/80 -0.078 4
Z 2/77 to 8/80 -0.064 18 2/79 to 8/80 -0.020 15 2/79 to 8/80 -0.024 20 2/79 to 8/80 -0.020 43 2/79 to 8/80 -0.017 44 2/79 to 5/80 -0.027 Z1 9/81 6.o 10/82 -0.001
.New R4 9/81 to 10/82 -0.006
'New 17 9/81 to 10/82 -0.009 New 18 9/81 to 10/82 -0.004 New 41 9/81 to 10/82 -0.011 New Z 9/81 to 10/82 +0.002 Units 1&2 Turbine Room CC 2/77 to 5/77 '
-0.001 HH 2/77 to 8/77 -0.033 T 2/77 to 8/77 -0.002 W 3/77 to 8/77 -0.013 X 2/77 to 8/77 +0.001 -
i 4 2/79 to 8/80 -0.010 5 2/79 to 8/80 -0.001 i 6 2/79 to 8/82 +0.003
! 33 2/79 to 8/82 -0.005 New 4 9/81 to 10/82 -0.006 New 33 9/81 to 10/82 -0.005
- New 34 9/81 to 10/82 0.000 l 56 9/81 to 10/82 -0.010
! 58 9/81 to 10/82 -0.004 59 9/81 to 10/82 -0.007 l
l Heater Bay 57 9/81 to 10/82 -0.009 l Radwaste/ Service DD 2/77 to 8/77 -0.003 Building XX 2/77 to 8/80 -0.013 34 2/79 to 8/80 -0.008 Q36 2.1- 4 l
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BRAIDWOOD-FSAR TABLE 0362.1-2 PROJECTED MAXIMUM TOTAL AND DIFFERENTIAL SETTLEMENTS MAXIMUM CATEGORY I PROJECTED MAKIMUM* DIFFERENTIAL STRUCTITRE TOTAL SETTLEMFINT (Fee t) SETTLEMENT (Fee t)
Unit 1 Conta19 ment -0.074 -0.01 Unit 2 Containment -0.078 -0.01 Auxiliary Building -0.041 -0.03 Fuel Building -0.04** -0.02**
Ref;2eling Water Tanks -0.04** -0.02**
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- Projected maximum total settlement determined by increasing by 5% the difference between stabilized monument elevations and the monument initial elevations. -
- Settlement values given here are estimated conservatively because a significant amount of construction occurred.before monuments were installed. Actual measurements indicate less than or equal to -0.025 feet total settlement. '
Q362.1-5
- 9 WATER -
TREAT-lNG HEATER BAY DE-M N.8LCG SLDG. .
R ADWASTE /
SERVICE SUILDING UNIT 2 TURBINE ROOM UNIT I' COMPLEX e 34 y
, X CC' y XX y ,
, 6 5 4 T 00 33 ,
7 W HHg -
AUXlL!ARY BUILDING El y ,22 * .-
R3 gjj 2s 3 2424'h k N2 a 28 44* UNlT 2 .
27 UNtT I
. u r 359 7 38 R2 88
'44 *as v V l q 43* g:9 CONTA!NMENT 20
'z pi a
pgfy .p 14 y
42 CUtLDING . N I~
CONTAINMENT ).
?O no to scate 40 REFUELING WATER
. STORAGE TANKS
- LEGEND , _.
8 EXTERIOR SETTLEMENT MONUMENT l BRAIDWOOD STATION
/* LOCATIONS OF
- CONSTRUCTION SETTLEPEtaT PONUMENTS ,
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