ML20076N064

Forwards Response to FSAR Questions 330.3 & 330.4.Info Discusses Location of Pipelines & Frequency of Shipments of Explosive Matl to & from Joliet Army Ammunition Plant on Il Central Gulf Railroad

ML20076N064
Person / Time
Site:	Braidwood
Issue date:	07/15/1983
From:	Swartz E COMMONWEALTH EDISON CO.
To:	Harold Denton Office of Nuclear Reactor Regulation
References
6966N, NUDOCS 8307210188
Download: ML20076N064 (18)

Text

___

/

N' Commonwealth Edison

) Oni First Nationi.I Plut, Chic 0go, Illinois

( O '- Address Reply to: Post Office Box 767 C

(

Chicago, Illinois 60690 4

July 15, 1983 1

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 Reference (a):

B. J. Youngblood letter to D. L. Farrar dated May 24, 1983

Dear Mr. Denton:

Reference (a) requested that the Commonwealth Edison Company provide, by July 15, 1983, certain additional information concerning the FSAR for our Braidwood Station Units 1 and 2.

1 The Attachment to this letter provides our response to Questions 330.3 and 330.4 as requested.

Additionally, revised responses (page. changes) to Questions 241.3, 241.8 and 362.1 are provided in the Attachment.

Our FSAR will be amended to include the information contained in the Attachment to this letter as appropriate.

Please address any questions that you or your staff may have concerning this matter to this office.

One (1) signed original and fifteen (15) copies of this l

letter with Attachment are provided for your use.

Very truly your E. Douglas Sw Nuclear Licensing Administrator Attachment cc:-

J. G. Keppler - RIII O

RIII Inspector - Braidwood g g 6966N l

8307210188 830715 PDR ADOCK 05000456 A.

PDR 2

BRAIDWOOD-FSAR i.

. QUESTION 330.3 "The location of pipelines shown in Figure 2.2-2 ' Pipelines b

Within 5 Miles of the Site' does not agree with a 1983 pipeline map recently observed in the Will County Development Department.

The latter map indicates that a 22" Texaco-Cities Service Pipeline passes through a section of the

- plant site cooling pond area.

It appears that the pipelines

.shown in Figure 2.2-2 are based on two older maps (i.e.,

'the January 1,1977 map ' Gas Distribution Lines and Commu--

nities Served by Gas Public Utilities' of the State of Illinois Commerce Commission and the map ' Oil and Gas Industry in Illinois,' 1977, by the Illinois State Geological

. Survey).

We request that the applicants review this discre-pancy and revise Figure 2.2-2 accordingly.

The revised figure should show the location of all major transmission pipelines greater than 8 inches which pass within a 5 mile radius of the Braidwood site.

In the event the 22 inch pipeline actually passes through the Braidwood site, provide an analysis of a pipeline leak or rupture, re' easing petroleun products, and the effects.on the safe operation.

of the nuclear facility."

RESPONSE

1 The Pipeline Map of Will County prepared by the Will County Development Department has been reviewed.

Apparently, this map shows incorrectly a 22-inch ARCO crude oil pipeline, which is located in Kankakee County, (Figure 2.2-2) to be the Texaco-Cities Service Pipeline Company's 22-inch pipeline.

According to Texaco-Cities Service, it does not own a 22-inch line in or near the lake at Godley, Illinois (Reference 1).

REFERENCE:

- ;.l 1

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1. ' Mr. J. A. Wilson, District Manager, Texaco-Cities Service Pipeline Company; letter to J. A. Wilson, Environmental

_{

Coordinator, Sargent & Lundy, June 13, 1983.

9

, l Q330.3-1 j

1

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BRAIDWOOD-FSAR OUESTION 330.4

• The ' data s'hown in Tab'le 2.2-5 ' Frequency of Shipments of Explosive Material to and from the Joliet Army Ammunition Plant on the Illinois Central Gulf Railroad' covers the time period 1974-1977.

This data should be updated to indicate. current munitions rail shipments, if any, past the Braidwood site."

RESPONSE

At present, the arsenal is inactive and there are no shipments of Class A, B, and C explon tves, TNT, or lead azide over the Illinois Central Gulf Railroad.

The only ammunition shipped over these tracks is small caliber a,nd,very few in number (Reference 1).

Subsection 2.2.2.2 will be revised to include this information.

Tables 2.2-5 through 2.2-7 will be deleted.

REFERENCE:

1.

Mr. Robert J. Surkein, Director, Transportation and. Traffic Management Directorate, Department of the Army, Headquarters United States Army Armament Material Readiness Command, Rock Island, Illinois; telephone conversation with J. lA. -Wilson, Environmental Coordinator, Sargent & Lundy, June 9,1983.

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i BRAIDWOOD-FSAR i

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QUESTION 241.3

" Provide information on the strength specified for the lean concrete, mudmat, and bash *used as backfill material beneath and surrounding Category I structures and buried pipes.

Furnish plots presenting results of quality control tests performed to verify that the actual construction

' is in compliance with the specifications."

'"'* Lean Concrete ' "

RESPONSE

Results of the compressive strength tests performed for the lean concrete dsed beneath and surrounding Category I structures and buried piping indicate that the actual strength is higher than the design strength.

The average actual ultimate bearing pressure of the lean concrete used for Category I structures exceeds the ultimate bearing capacity of the founding strata.

The essential service water pipeline (ESWP) is the only Category I buried pipe.

The average actual ultimate bearing pressure of the lean concrete placed under the ESWP exceeds the ultimate bearing capacity of the founding glacial till.

The average actual ultimate bearing pressure.of-the-lean concrete used-as a backfill material exceeds the ultimate bearing pressure of the compacted granular fill.

Table Q241.3-1 provides a comparison of the actual strength of the lean concrete and the ultimate bearing pressure of the founding strata applicable to specified structures.

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BRAIDWOOD-FSAR TABLE Q241.3-1 ULTIMATE BEARING PRESSURES OF BACKFILL FOR CATEGORY I STRUCTURES AND BURIED PIPE AVERAGE ACTUAL ULTIMATE BEARING ULTIMATE BEARING CATEGORY I PRESSURE OF PRESSURE OF THE STRUCTURE

. BACKFILL MATERIAL FOUNDING STRATA OR PIPELINE (ksf)

(ksf)

Containment 165 150 Building Unit 1 Containment 170 150 Building Unit 2 Auxiliary 211 150 Building Fuel Handling 175.6 150 Building Essential Service 75 45 Water Pipeline Foundation

.i Essential Service 75.5 20 Water Pipeline Encasement

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TABLE Q241.8-1

SUMMARY

OF STATIC AND DYNAMIC STABILTTY ANALYSES FOR INTERIOR DIKE MINIMUM FACTOR OF LOADING CONDITIONS SAFETY PROVIDED a..

Static Loading Conditions 1.

End of Construction - no water 2.2 2.

Full Reservoir - Water Elevation 2.0 595 feet 3.

Rapid Drawdown - Water Reduced from Elevation 595 feet to I

592 feet 1.8 I

b.

Pseudostatic Loading Conditions with

~

0.12 Seismic Coefficient 1.

End of Construction - no water 1.5 2.

Full Reservoir - Water Elevation l

595 feet 1.3 3.

Rapid Drawdown Water Reduced from Elevation 595 feet to 592 feet 1.2 e

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,l 0241.8-2

'i BRAIDWOOD-FSAR Table Q362.1-1 is a summary of the maximum measured differential settlements for all construction and operational monuments.

Table Q362.1-2 is a surumary 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.

The stabilized l

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 diff erential settlement is less than or equal to -0.01 feet (-0.011 feet 1

r maximum).

This settlement is considered 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 than 1/2-inch or more which was assumed in the design of the auxiliary building and fuel handling building.

The only safety-related pipe or conduit that is not suspended is the essential service water pipeline.

This pipeline travels beneath the heater bay building and enters the turbine room mat.

Beneath the heater bay, it is 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 pipeline is designed to take with adequate margin the 1/2-inch estimated differential settlement in this area.

It is concluded that all Category I structures have been designed a

to account for the maximum total and differential settlement.

The lake screen house is founded within a very stiff to hard glacial till of the Wedron Formation.

The till is overcon-solidated and has an ultimate bearing capacity of approximately 45,000 psf (subsection 2. 5. 4.10.1. 2).

The approximate static

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bearing pressure for the screen house is 3,000 psf resulting in a factor of safety of 15.

The estimated settlement of the screen house is less than 1/4 inch total and 1/8 to 1/4 inch differential (Subsection 2. 5. 4.10. 2. 2).

Construction

)-

phase settlement monitoring was not performed for the lake screen house but will be included in the operational phase settlement monitoring.

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BRAIDWOOn-FSAR j

TAsta Q362.1-1 TAtt7tATED DIFFERENTI AL SETTLEMENTS FOR SURVEY MONUMENTS DIFFERENTIAL MOVEMENT MAXIMUM MEASURED BASED ON MONUMENT PERIOD OF DIFFEREKf1AL STABL112CD BUILDING NUMBER MEASUREMENT MOVEMENT (Feet)

ELEVATION (W)

Fuel 9

2/79 to 12/81

+0.002 s

10 2/79 to 8/80

-0.012

-0.015 l

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 Nefueling l

Nater 40 2/79 to 8/80

-0.025

-0.010 Storage New 40 9/81 to 10/82

+0.00 3 Tanks 55 9/81 to 10/82 0.000 Auxiliary KK 2/77 to 8/80

-0.059

-0.039 Nutiding LL 2/77 to 8/77

-0.013 JJ J/77 to 5/77

-0.010 21 2/79 to 8/80

-0.020

-0.010 22 2/19 to 8/80

-0.013

-0.010 23 2/79 to 8/80

-0.015

-0.005 24 2/79 to 8/80

-0.020

-0.015 26 2/79 to 8/80

-0.021

-0.020 27 2/79 to 8/80

-0.027

-0.020 28 2/79 to 8/80

-0.025 New 21 9/81 to 10/02

+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 53 9/81 to 10/82

-0.002 54 9/81 to 10/82

-0.001 Unit 1 Containment U

2/77 to 4/80

-0.061

-0.070 V

2/77 to 3/80

-0.052

-0.063 N

2/77 to 8/80

-0.000

-0.067 N

1/77 to 6/77

-0.014 2

N, 3/77 to 6/77

-0.014 P

2/77 to 8/77

-0.004 13 2/79 to 2/80

-0.012

-0.008 14 2/79 to 8/80

-0.005

-0.007 15 2/79 to 8/80

-0.010

-0.012 36 2/79 to 8/80

-0.003

-0.012 39 2/79 to 9/80

-0.018

-0.012 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 i

New 37 9/81 to 10/82

-0.004 New 33 9/81 to 10/02

+0.002 j

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SSAIDWOOD-MAR TABLE Q362.1-1 (Cont'd)

DIFFERENTIAL MOVEML,f MAXIMUM MEASURED BASED ON NONUMENT PERIOD OF DIFFERENTIAL STABILIZED 3UILDINC NUMBER MF.ASUREMENT MOVEMENT (Poet)

ELEVATION (FT)

Unit 1 Safety 1 (Northeast 2/79 to 8/80 valve Room Room)

-0.011

-0.015 3 (Northwest sous) 2/79 to 8/80

-0.027

-0.025 Unit 2 Safety valve Room 42 2/79 to 8/80

-0.024

-0.015 Unit 2 Containment AA 2/77 to 6/77

+0.005 BB 2/77 to 6/77

+0.006 R

2/77 to 8/77

-0.001 m

2/77 to 8/77

-0.014 g

m, 2/77 to 5/77

-0.020 y

2/77 to 8/77

-0.013 a

2/77 to 8/80

-0.078

-0.074 4

1 2/17 to 9/80

-0.064

-0.065 i

18 2/79 to 8/80

-0.020

-0.015 19 2/79 to 8/80

-0.024

-0.018 20 2/79 to 8/80

-0.020

-0.012 43 2/79 to 8/80

-0.017

-0.000 44 2/79 to 5/80

-0.007

-0.010 11 9/81 to 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 I 9/81 to 10/82

+0.002 Units 162 Turbine Room CC 2/77 to 5/77

-0.001 NE 2/77 to 8/77

-0.033 T

2/77 to 8/77

-0.002 W

3/77 to 8/77

-0.013 I

2/77 to 8/77

+0.001 4

2/79 to 8/80

-0.010

-0.015 5

2/79 to 8/80

-0.001

-0.005 6

2/79 to 8/82

+0.003 0

33 2/79 to 8/82

-0.005 0

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 54 9/81 to 10/82

-0.010 58 9/81 to 10/82

-0.004 59 9/81 to 10/82

-0.007 Neater Bay 57 9/81 to 10/82

-0.009 andwaste/ Service DD 2/77 to 8/77

-0.003 suilding IX 2/77 to 8/80

-0.013

-0.023 l

34 2/79 to 8/80

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~'BRAIDWOOD-FSAR TA$LE O262.1-2 PROJECTED MAXIMUM TOTAL AND DIFFERENTIAL SETTLEMENTS MAXIMUM CATEGORY I PROJECTED ~ MAXIMUM

• DIFFERENTIAL STRUCTURE TOTAL SETTLEMELNT (Feet) SETTLEMENT (Feet) 0.01 Unit 1 Containment

-0.074 0.01 Unit 2 containment

-0.078 0.03 Auxiliary Building

-0.041 0.02**

Fuel Building

-0.04**

0.02**

Refueling Water Tanks

-0.04**

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• ~ Projected maximum total settlement determined by increasing by 5% the difference between stabilized monument elevations and the monument initial elevations.

Monuments U, V, Z, N, R, and KK were monitored from the beginning of construction to Abgust 1980.

These monuments were used to compute total settlement for the containments and auxiliary building areas.

• • 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.

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