ML19309H093

Errata to Interim Rept Re Settlement of Diesel Generator Foundations & Bldg, Referenced by CP & OL Application Amend 72

ML19309H093
Person / Time
Site:	Midland
Issue date:	05/05/1980
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML19309H092	List: ML19309H093
References
NUDOCS 8005080363
Download: ML19309H093 (100)

Text

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ERRATA TO 10 CFR 50.55(e)

Settlement of Diesel Generator Foundations and Building These drawings were omitted from 10 CFR 50.55(e) Interim Reports Referenced by Amendment 72 to the Application for Reactor Construction Permit and Operating License - Units 1 and 2 Figures Revision Interim Report 1,

2, 3,

4, 5,

5A, 6, 7,

3R 3

8, 9,

10, 11 1,

2, 5,

7, 8,

11, 12, 13, 14, 4R 4

i 15, 16, 17, 18 sh 1,2,3, l

19, 20, 21, 22, 23, 24, 25, 26, j

i 27, 28, 29, 30, 31, 32, 33 sh 1,2,3 i

34, 35, 36, 37, 38, 39, 40 sh 1,2,3 i

41 i

1, 2,

11, 12, 13, 14, 14-1, 42, 43, SR 5

l 44, 45, 46, 47, 48, 49, 50, 51, 52, j

53, 54, 55, 56, 57, 58, 59, 60, 61, i

62, 91 7R 7

1 2-1, 5,

11, 12, 43, 47, 48, 49, 50, 8R 8

i 51, 52, 53, 54, 55, 56, 67, 90

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l Also provided is index of the latest revision of each figure, f

l 4

k 2

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r INDEX TO DRAWINGS IN 10 CFR 50.55(e) INTERIM REPORTS

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Note:

The following Flgures 1 through 91 represent the latest revision of drawings included with the eight interim reports.

Figures from the July 18, 1979 presentation to the NRC, which were not presented in an interim report, are indexed at the end of this list.

Latest Revision Figure Interim Report Title 1

Replaced by Figures 43, 44 Diesel Generator Building Settlement Data 1

5 Foundation Settlement Monitoring 2

5 Settlement Record Table 2-1 8

Settlement Record Table, Sheet 2 3

Replaced by Figure 13 Settlement Data 4

Replaced by Figure 14 Settlement Data

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(_/

5 8

Seismic Category I Structures Sa 3

Seismic Category II Structures 6

3 Diesel Generator Building 7

Replaced by Figure 67 Bechtel Borings, Dutch Cone Penetrations, and Test Pit Locations in Main Plant Area (1978) 8 4

Diesel Generator Building Boring Plan 9

3 Diesel Generator Building Underground Utilities Plan 10 3

Diesel Generator Building Underground Utilities Section

/~h LJ 1

L.

Index to Drawings (Cont'd)

Latest Revision s/

Figure Interim Report Title 11 8

Diesel Generator Building Proposed Surcharge Require-men;s Plan and Sections 12 8

Diesel Generator Building Proposed Surcharge Require-ments Sections and Details 13 6

Diesel Generator Building Settlement Data 14 5

Diesel Generator Building Settlement Data, Sheet 1 14-1 6

Diesel Generator Building Settlement Data, Sheet 2 15 Replaced by Figure 43 Diesel Generator Building Settlement Data Time Rate 16 Replaced by Figure 44 Diesel Generator Pedestal 4 Settlement Data Time Rate v

17 4

Instrument Location Plan 18 4

Diesel Generator Building Crack Monitoring (3 sheets) 19 Replaced by Figure 60 Designations and Locations of Surveyed Pipelines, January 1979 20 Replaced by Figure 67 Tank Farm Boring Plan 21 4

Cross Section A-A Tank 4

Farm 22 4

Cross Section 3-B Tank Farm 23 4

Cross Section D-D Diesel Generator Building 24 4

Cross Section E-E Diesel Generator Building 25 4

Cross Section F-F Diesel fg

\\ms/

Generator Building 26 4

Cross Section G-G Diesel Generator Building 2

7 Index.to Drawings (Cont'd) s O

Latest Revision Figure Interim Report Title 27 4

Cross Section H-H Diesel Generator Building 28 4

Cross Section I-I Diesel Generator Building 29 4

Penetrometer Readings Test i

Pit 1 South Wall Diesel Generator Building 30 4

Penetrometer Readings Test 1

Pit 3 North Wall Tank Farm Area 1

31 4

Penetrometer Readings East Wall of Test Pit 2 Con-densate Water Tank Area, Sheet 1 of 2 32 4

Penetrometer Readings Past Wall of Test Pit 2 Con-densate Water Tank Area,

./

Sheet 2 of 2 i

33 4

Field Density Test Results (3 sheets) j 34 4

Plasticity Chart 35 4

Water Content Versue Ele-vation 36 4

Dry Unit Weight Versus Elevation 37 4

Total Unit Weight Versus Elevation 38 4

Shear Strength Versus i

Elevation 39 4

Shear Strength Versus Moisture Content Diesel Generator Building 40 4

Test Pit Boring Logs (3 sheets)

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41 4

Diesel Generator Building Preload Plan 3

1

Index to Drawings (Cont'd)

Latest Revision e

s Figure Interim Report Title 42 Replaced by Figure 67 Diesel Generator Building Additional Boring Locations and Details 43 8

Diesel Generator Building Settlement Data - Build-ing Markers 44 7

Diesel Generator Building Settlement Data - Pedestal Markers l

45 5

Crack Mapping Diesel Generator Building 46 7

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates Area, and Cluster Plan 47 8

Diesel Generator Building Settlement Data, Borros O

Anchors and Surface Plates, Area A 48 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area A 49 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area B 50 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Areas B and C 51 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area C 52 8

Diesel Generator Building Settlement Data, Borros l

Anchors and Surface Plates,

\\

Areas C and D 9

4 l

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Index to Drawings (Cont'd)

(f Latest Revision Figure Interim Report Title l

53 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area D 54 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates, Area E 55 8

Diesel Generator Building Settlement Data, Borros Anchors and Surface Plates 56 8

Diesel Generator Building Settlement Data, Borros 1

Anchors and Surface Plates, Areas A, B,

D, and South of Building l

i 57 5

Diesel Generator Building Settlement Data Piezometers O

and Cooling Pond 58 5

Diesel Generator Building Settlement Data Piezometers -

Sheet 1 59 5

Diesel Generator Building Settlement Data Piezometers -

Sheet 2 l

60 5

Diesel Generator Building Surveyed Pipelines Profiles by GZD 60-1 7

Diesel Generator Building Surveyed Pipelines Profiles l

by GZD - Sheet 2 i

61 5

Diesel Generator Building Plan of Pipe Profiling Locations 62 5

Crack Mapping Service Water Pump Structure

(

63 6

Auxiliary Building Plan l

5

Index to Drawings (Cont'd)

()

Latest Revision Figure Interim Report Title 64 6

Auxiliary Building - Typical Section 65 6

Excavation Plan 66 6

Excavation Cross Section 67 8

Plant Area Boring Plan 68 6

Cross Section H-H Auxiliary Building - North 69 6

Cross Section F-F Auxiliary Building - South 70 6

Feedwater Isolation Valve Pit Units 1 and 2 Temporary Support for Underpinning 71 6

Auxiliary Building Electrical Penetration Area (Looking

(']

West) Finite Element Model

%j 72 6

Auxiliary Building Electrical Penetration Area (Looking South) Finite Element Model 73 6

Auxiliary Building Unit 1 Electrical Penetration Area Temporary External Support -

Plans and Sections 74 6

Auxiliary Building and Feed-water Isolation Valve Pit Units 1 and 2 Dewatering Plans and Details 75 Replaced by Figures 89, 90 Auxiliary Building and Feedwater Isolation Valve Pit Units 1 and 2 Excavation and Concrete Backfill -

Plans and Details 76 6

Auxiliary Building Walls, Crack Mapping, Sheet 1 77 6

Auxiliary Building Walls,

(~')s Crack Mapping, Sheet 2

(,

6

Index to Drawings (Cont'd) l Latest Revision Figure Interim Report Title 78 6

Auxiliary Building Floors, Crack Mapping, Sheet 1 79 6

Auxiliary Building Floors, Crack Mapping, Sheet 2 80 6

Service Water Pump Structure Concrete Floor Plans 81 6

Service Water Pump Structure Typical Section 82 6

Cross Section I-I Service Water Pump Structure 83 6

Service Water Pump Structure Structural Pile Locations and Details 84 7

Auxiliary Building Crack Mapping Railroad Bay Walls 85 7

Auxiliary Building Crack Mapping Control Tower Walls 86 7

Auxiliary Building Crack Mapping Control Tower and Railroad Bay J

87 7

Borated Water Storage Tanks and Feedwater Isolation i

Valve Chambers Crack Mapping 88 7

Diesel Generator Building i

Location of Deep Borros l

Anchors and Sondex 89 7

Auxiliary Building and Feedwater Isolation Valve Chamber, Unit 1 Excavation, Underpinning, Backfilling Plan, Sections and Details i

90 8

Auxiliary Building and i

Feedwater Isolation Valve Chamber, Unit 2 Excavation, Underpinning, Backfilling

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Plan, Sections and Details 7

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i Index to Drawings (Cont'd)

I Latest Revision j

Figure Interim Report Title i

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91 7

Tank Farm Investig0 tion i

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INDEX TO DRAWINGS PRESENTED IN MEETING WITH NRC ON MIDLAND PLANT FILL STATUS

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AND RESOLUTION JULY 18, 1979 Figure Title 4

Profile 8"-lHBC-81 5

Rabbit for Electrical Duct

-s_

l Pipe Profiling 7

Diesel Generator Building Average Pedestal Settlement Versus Time 10 Diesel Generator Building Settlement Versus Log Time Since Completion of Surcharge on 4/6/79 11 Diesel Generator Building Total Settlement of Walls from 7/14/78 to 6/29/79 in Inches (20 Feet of Surcharge) 12 Plan at Elevation 634'-0" 13 Instrumentation for Diesel Generator Building Monitoring 14 Diesel Generator Building Plan and Sections 15 Sand Surcharge 16 Diesel Generator Building - Section B i

17 Diesel Generator Pedestal 18 Service Water Structure Plan at Elevation 634'-6" 19 Service Water Structure Typical Section 20 Plan at Elevation 634'-6" 21 Load Transference to Piles 22 Concrete Corbels 23 Tank Farm 4

l 24 Borated Water Storage Tank Foundation and Valve Pit bd l

9

s Index to Drawings (Cont'd) 1 Figure Title 25 Borated Water Tank Plan 26 Elevation Emergency Diesel Fuel Oil Storage Tanks (0) 27 Profile 8"-lHBC-81 28 Duct Bank Reflection 29 Dewatering 30 Dewatering 31 Dewatering 32 Dewatering 34 Summary of Predominant Fill Type and Condition Below Various Category I Structures Supported on Plant Area Fill 35 Correlation Between Stress Ratio Causing. Lique-faction in the Field and Penetration Resistance of Sand 36 Standard Penetration Resistance Vers \\s Depth for the NW Area of the Diesel Generator Building 37 Standard Penetration Resistance Versus Depth tor the NE Area of the Diesel Generator Building 38 Standard Penetration Resistance Versus Depth i

for the ALxiliary Building Railroad Bay 39A Standard Penetration Blowcount Versus Depth for Auxiliary Building Control. Tower 39B Overburden Pressure 39C Effective Overburden Pressure (Railroad Bay) i 39D Effective Overburden Pressure (Control-Tower) 40 Area Dewatering System 41 Dewatering Cross Section r

(s -)

42 Pump and Well Detail 10

Index to Drawings (Cont'd)

N Figure Title (d

43 Pitless Adaptors for Submersible Pump -

4-Inch and Larger Wells 44 Interior Permanent Deep Well 45 Structural Investigation 46 Seismic Analysis 47 Seismic Analysis 48 Types of Loads 49 Midland Design Criteria 50 Building Pedestal Moveraent Monitoring Equipment Diesel Generator Building 51 Soil Settlement Monitoring Equipment Diesel Generator Building 52 Pore Water Pressure Monitoring Equipment Diesel Generator Building

()

53 Soil Rebound Monitoring Equipment Diesel Generator Building J

54 Diesel Generator Building Average Value of Settlement, Surcharge and Water Level Versus Time 55 Summary of Fill Type and Plan Remedial Action 56 Summary of Fill Type and Plan Remedial Action 57 Bearing Piles for Service Water Pump Structure 58 Units 1 and 2 Auxiliary Building Electrical Penetration Areas and Units 1 and 2 Feedwater Isolation Valve Pits 59 Borated Water Storage Tanks 60 Permanent Plant Dewatering System i

61-Criteria for Insufficiently Compacted Plant Area Fill 11

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Index to Drawings (Cont'd)

Figure Title 62 Seismic Category I Structures on Fill l

63 Insufficiently Compacted Area Fill - What 64 Insufficiently Compacted Area Fill - Where and Extent 4

65 Insufficiently Compacted-Area Fill - When 66 Insufficiently Compacted Area Fill - When 67 Possible Causes i

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68 Possible Causes (Cont'd) i 69 Possible Causes (Cont'd) 70 Possible Causes (Cont'd) 71 Most Probable Causes i

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$E M..,

MIDLAND PLANT UNITS 1 & 2

-U l

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c

FIELD DENSITY TEST RESULTS FILE No.

2190 itEPORT No.

SHEET No.1 of 3 i

IAATE 9/29 - 9/30 PROJECT Midland Plant Units 1 & 2. L OCATION Midland, Michigan OWNER Consumers Power (,

.pany M TRACTOR Bechtel Power Corp.

WEATHER CONDIT10NE REMARKS Diesel Generator Building (TP-1)

FD A p pron.

M a x.

Dry O ns.

Opti'num In - Ploce Moisture Compaction Remarks Test Elev.

corr for + 3/4" Moisture Dry Dns.

Content

(*/,)

No.

(ft.)

stone (pcf)

Content (pcf)

M)

N)

INW 624.5 137.0 7.5 129.2 9.8 94.3*

TP-1 1NC 624.0 136.0 7.5 115.5 11.6 85.0*

TP-1 INE 624.0 136.0 7.5 124.9 10.5 91.8*

TP-1 2W 623.0 136.0 7.5 125.3 11.7 92.l*

TP-1 2E 623.0 136.5 8.0 139.1 12.6 102.2?

TP-1 3W 622.0 O

136.0 7.5 122.3 14.2 89.9*

TP-1 3E 622.0 137.2 8.0 127.3 11.8 92.8*

TP-1 4

620.0 137.5 7.0 121.9 13.3 88.7*

TP-1

• NOTE:

Reported Percent Compaction probably invalid. Moisture con-tent of test samples 2-7% wet of optimum.

Suspect that test holes deformed after excavation producing invalid.

JBF/DWC volume determinations.

PREPARED BY

/

ne rosmo, sumascure a assoc.,sec.

FiquR.e 33'Rei.4K.

i so6 seine 4ggL onsuuace

FIELD DENSITY TEST RESULTS M LE No.

2190 ftEPORT No.

SHEET No. 2 of 3 SATE 4/30 - 10/1 PROJECT Midland Plant ~'its 1 * 'l LOCATION Midland, Michigan OWNER Consumers Power Company CONTRACTOR Bechtel Power Corp.

WEATHER CONDITIONS REMARKS East side of Conden' sate Ynter Tankar (TP-2)

FO i A p prox.

M a x.

Dry D as.

Optimum In-Place j4tolature Compaction Remarks Te st Elev.

corr for + 3/4" Moisture Dry Dns.

Content m)

No.

(f t. )

stone (pcf)

Content (pef)

M) t%)

5N 630.5 136.0 7.5 132.5 8.3 97.4 TP-2 SS 630.5 136.0 7.0 134.9 7.7 99.2 TP-2 i

GN 629.0 137.0 7.0 132.1 8.4 96.4 TP-2 6S 629.0 137.5 7.0 124.2 8.5 90.3 TP-2 7N 6z7.5 135.7 7.6 118.1 8.5 87.0 TP-2

~

7S 627.5 137.5

7. 0 127.2 8.0 92.5 TP-2 O

8N 625.5 134.7 8.0 115.0 11.5 85.4 TP-2 SS 625.5 136.5 8.0 125.5 9.1 91.9 TP-2 9N 624.0 9S 624.0 134.5 8.5 124.3 9.1 92.4 TP-2 10N 622.5 135.0 7.0 134.0 8.7 99.3 TP-2

~

11S 620.0 135.5 7.5 121.5 10.6 89.7 TP-2 UN 620.0 133.2 8.0 122.3 9.7 91.8 TP-2 1

I O'

JBF/DTC

[b PREPARED V

[/

eousene.roiao, ova =#ctw a assoc., esc.

a g u, p4g 33 g 4R esorecanicm. consutrams

FIELO DENSITY TEST RESULTS FH.E No.

r2190

^

REPORT No.

SHEET No. 3 of 3 SATE 10/1 - 10/2 PROJECT Midland Plaat Units 1 h2 LOCATION Midland, Michigan OWNER Consumert. Power Comennv CONTRACTOR Bechtel power r'nep.

WEATHER CONDITIONS REMARKS Tank Fam (TP-3)

FO A p pros.

M o n.

Dry Ons.

Optimum In - Place adoisture Compaction l Remarks Test Elev.

corr for + 3/4" Wolsture Dry Dns.

Content

(%)

No.

(ft.)

stone (pcf)

Content (pcf)

(*4) t%)

13E 623.5 137.0 7.0 136.7 7.o 99.8 TP-3

~

13W 623.5 135.2 7.5 136.1 7.7 100.7 TP-3 14E 622.5 131.0 9.0

'114.7 15.5 87.6 TP-3 14W 622.5 134.0 7.5 120.5 8.4 89.9 TP-3 15E 621.5 135.8 7.0 138.1 8.8 101.7 TP-3 15W 621.5 137.0 6.5 132.1 10.2 96.4 TP-3 O

16E G20.5 136.9 7.0 131.5 8.6 96.1 TP-3 16W G20.5

.140.1 4.5 139.7 6.4 99.7 TP-3 17E 619.5 137.8 7.0 134.7 8.2 97.8 TP-3 17W 619.5 129.0 10.0 113.8 10.9 88.2 TP-3 18E 617.0 127.5 11.5 112.8 17.3 88.5 TP-3 18W 617.0 134.7 8.0 127.6 8.8 94.7 TP-3 19E 616.0 135.0 8.0 125.3 12.9 92.8 TP-3 19W 616.0 135.7 7.0 133.4 7.6 98.3 TP-3 20 615.0 137.0 7.5 132.6 7.9 9G.8 TP-3 21 613.0 136.9 7.0 127.3 9.9 93.0 TP-3 1

JBF/DWC kb PREPARED By'

/

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4en p.,6guRE 33 'gE.V. g osorse m cas. sonsuu a m s 1

I I

6 40 30 x

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$=

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i 0

10 20

(

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1

(

)

1 1

i l

l BASED ON GOLDBEHG-ZO:NO-OUNNICLIF F TEST RESULTS FROM 1978 SAMPLING AT CH DIESEL GENERATOR BUILDING

/

/

/

/

MH w

so ao

'LlMIT MIDLAND POWER PLANT PLASTICITY CHART

,f onavnwo no.

new.

FIGURE x

, 4g. t

1 I

It 640 630

.e "q. f t?'

.. Cra.

t

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y

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600

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590 580 0

10 20 30 40 50 i

I WATER CONTEh l

l 1

\\f

l BASED ON GOLDBERG ZOINO DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DfESEL GENERATOR BUILDING 60 7a 80 90 100 1

T (%)

MIDLAND POWER PLANT WATER CONTENT VS ELEVATION i

onnenno na

nev, FIGURE

=

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f

1

I 6

64C 630 8

e 0-e

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d 610 g

600 e

e 590 580 80 90 100 110 12Q 1

DRY UNIT WEIGHT (

i 9

I 1

i

ii BASED ON GOLOBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING

/

+

O*O o

a 0

0 0 v

1%

140 150 F)

MIDLAND POWER PLANT DRY ONIT WE!GHT VS ELEVATION

]

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FIGURE as y

}

i i

I 640 630 e

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620 E

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C S

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h 610 Uw 600 590 580 90 100 110 120 I

i l

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i BASED ON GOLDBERG-ZOINO-DUNNICLIFF TEST RESULTS FROM 1978 SAMPLING AT DIESEL GENERATOR BUILDING s' %

o i

. *i

% f.

,o

g.., ' s o

a_ **

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I 130 140 150 160 170 TOTAL UNIT WEIGHT (PCF) l MIDLAND POWER PLANT TOTAL UNIT WEIGHT VS ELEVATION DAAWHeG %

p gy, FIGURE 37 e

t i.

o

\\

l 8

/

SHEAR STREN!

O 500 1000 640 630 p

e o

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620 e*

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e B

ee C

8 m

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2O p

610 Nw 600 590 l

580 l

t I

1

9 i

H (PSF) 15C3 2000 2500 BASED ON GOLDBERG-ZOINO-DUNNICLIFF UNCONFINED COMPRESSION TEST RESULTS FORM 1978 SAMPL. AG AT DIESELGENERATOR BUILDING

<i(2590) e D

a (2615) t> (3646)

MIDLAND POWER PLANT SHEAR STRENGTH VS ELEVATION onAmw na, uv.

t FIGURE 38 4e

a i

I 4000 t

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E E

2000

~

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0 EXPL ANATION e INDICATES SHEAR STRENGTH DETERMINED FROM UNCONFINED COMPRESSION STRENGTH TESTS FROM 1978 SAMPLING AT THE DIFSEL GENERATOR BUILDING MADE BY GOLD 8 ERG-ZOINO.

DUNNICLIFF

~~

MIDLAND' POWETPEANT pTENT (%)

[

SHEAR STRENGTH VS MO4STURE l

CONTENT DIESEL GENERATOR BUILDING l

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Un ra.n:,A PLANT 7220-101 1 or 1 TP-1 SETE COOmpamATEg Am4LE Pmose MomeE.

M4asse Diesel Generator Building See location plan DE S W 88 C OM PLE T E D D alLbE m Da t LL M a m E AN D teO DE L MOLESIRE OV E a su m o s m t PT.)

S OC K(PT.1 TOTALOSPyg 10/1/78 10/3/78 Backhoe 12X20' 10.0' ComE RECOWENT(PTJ%l CORE DO AES S A M PLE s EL TOP OF C AS4me G mOUNO EL DEPTMdEL GmOUND W ATER DEPTM/SL. TOP OP ROCIE 4

628.0 SAMPLE M AMME R WEISMT/P ALL C A$tMG LE PT tm MOLEn 3ea./La ne TM LOSSEOefs A. S. Marshall m

E PENETRATION

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-6, '/

low plasticity, moist, occasional

_ 6 sand seams (CL,S?) Note: sand

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seams less than 3" thick in pit O

1 5-O 2

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e. $'

2i.

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B0T "'IG L 0G MIDLMD POWER PLANT 7220-101 1

1 TP-3

===a'a*

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COO.O.

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