IR 05000302/1971006
| ML19308D449 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 01/05/1972 |
| From: | Beratan L, Farmer W, Warnick R NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II), US ATOMIC ENERGY COMMISSION (AEC) |
| To: | |
| Shared Package | |
| ML19308D439 | List: |
| References | |
| 50-302-71-06, 50-302-71-6, NUDOCS 8002280762 | |
| Download: ML19308D449 (16) | |
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^ O-U. S. A'IOMIC ENERGY COMMISSION DIVISION OF COMPLIANCE
REGION II
CO Inspection Repcrt No.
50-302/71-6 Subject: Foundation Grouting Program License No. (a) CPPR-51 Location: Crystal River Unit 3 . Crystal River, Florida Category A2 i Type of Licensee: PWR Type of Inspection: Special Dates of Inspection: December 20-21, 1971 Dates of Previous Inspection: December 7-10, 1971 Principal Inspector:,h8 aeMdo /- f-- 7d' R. Warnick, CO:II (Date) sj] f s .Wew.j J3CotL( w / 7 - 2 7-7/ Acccmpanying Inspectors: . y-L. L. Beratan, TSB, CO (Date) ' Other Accompanying Personnel: None - 1 ') .., ' ' - ~ - , Reviewed by: '. .- / '> W. S. Farmer, Acting Chief, TSB, CO:HQ (Date) Proprietary Information: None ! O 8002 280,a - . . -.._ .
. _ l i , - ?~. . . . . , ' ' , ., ) - - SECTION I Enforcement Action , ' None Licensee Action on Previously Identified Enforcement Matters None Unresolved Items None Design Changes None Persons Contacted Florida Power Corporation Edwin E. Froats - Quality Engineer Management Interview < ' 1.
The inspectors informed Mr. Froats that'the purpose of the inspection was to confirm that the grouting program, as performed, conforms with that proposed and accepted for issuance of the construction permit.
. 2.
No exit interview was conducted with FPC management at the . conclusion of the inspection.
SECTION II Special Inspection I.
GENERAL A.
A review was conducted of the grouting program proposed , at the time the construction pensit was issued. The review consisted of examining the six volume, Foundation Engineering Report, prepared jointly by Gilbert Associates, I Inc., and Woodward-Clyde & Associa!Ms.
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The grouting on this site was done in two parts, Curtain Wall and Consolidation Grouting.
, i 1.
Curtain Wall grouting d2own on Figure 2 indicates the extent, depth, and. quantity of grout injected in a wall which encompassed the Service area, Con-tainment area, Auxiliary area, and the Diesel Gen-erator area. This Curtain Wall has grout holes which extended from 75 to 100 feet below the surface.
I ! 2.
Figure 3 shows the Curtain Wall grouting which en-j ' compasses the Turbine Room and the Transformer area.
These grout holes vary in depth from 75 to 90 feet.
) 3.
Figure 4 shows the grout curtain around the intake i structure. These grout holes extend from 75 to 90 , feet beneath the surface.
, . 4.
Figure 5 shows the supplemental curtain wall along , the eam; side of the auxiliary building and south ' and east of area "A".
5.
Figures 6, 7, and 8 show the extent of the Consolidation Grouting in the service, containment and auxiliary areas; turbine building and transformer area, and the intake l structure.
l 11.
DETAILS l A.
The grout. program extended over a period of 2 and 2/3 years.
A1 year interruption was encountered to remove poor founda-J tion rock and replace it with a structural concrete fill.
The work was contracted to the Girdler Foundation and Explora-i l tion Company of Clearwater, Florida, and was directed by l Gilbert Associates, Inc.
, B.
The method used employed the split spaced, stage grouting technique. Primary holes were spaced, 32 feet on center to center and quaternary holes spaced 4 feet center to center.
C.
Pregrouting permeability tests indicated permeabilities in the order of 10 cm/sec. The abso by the specifications was 7 x 10 gute penneability required i cm/sec., an improvement of 1000 had to'be achieved by the grout program. A review of , ' tests conducted after grouting indicated that all permeability test results were less than the specified 7 x 10-3 cm/sec.
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Main Buildings Curtain Vall Grouting Summary of Boring Activity Primary Secondarv Tertiary Ouaternary Guinarv-Total Nuclear Side
43
164
337 Turbine Room
27
96
205 Intake Structure
34
69
217 East Auxilary . Supplemental ! Curtain
6
20
43 Area "A" Supplemental Curtain
6
11
36 < > 117 116 231 360
836 Summary Curtain Vall Grouting Activity Primary Secondary Tertiary Quaternary Quinary Total
Ft. Drilled (rock) 6275 5882 11014 19200 128 42499 Ft. Redrilled (grout) 17585 9742 12191 4580
44118 Ft.3 Grout Injected 240024 57075 46662 19946
363760 Hours Circuit - Grouting 91.47 31.70 44.73 15.18
183.08 No, Connections 539 307 474 553
1877
Take ft /ft.
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_ . . . .n - . , . . -- . -4- . . a From the Foundation Engineering report is excerpted the following: . -Vol. 6. Page 14 i "In excavation for the reactor building foundation, grout injected On the curtain wall was found to have traveled as far as 80 feet (horizontally). The reactor excavation, which , was about 20 feet below ground water level, was easily kept dry by two low yield trash pumps. This was evidence of the effectiveness of the curtain wall.. " .. Vol. 6. Page 15 " Ground water level outside the curtain wall was at elevation 88 and inside the curtain wall was at elevation 70.
Boils within the excavation ceased to flow and water level began to drop.. " .. After several months, when the excavation was threatening to destroy the curtain wall, sheet piles were driven in local areas to alleviate the ' problem. The sheets were later cut off and left in place.
Summary of Supplemental Curtain Wall Grouting _ Activity Primary Secondary Tertiary Quaternary Total s Ft. drilled (rock) 1170 970 1790 2300 6230 Ft. redrilled (grout) 3130 1406 1588 1849 7973 Ft.3 grout injected 35625 5929 5003 2910 49467 Hours circuit grouting 6.71 5.13 4.69 4.77 21.3 No. connections
45
82 281
Take ft /ft.
30.4 6.1 2.8 1.3 7.9 i For location of the supplemental curtain wall grouting, see attached Figure 5.
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Main Buildings Consolidation Grouting Consolidation Grouting Main Building Primary Secondary _ Tertiary Quaternary quinary Total Ft drilled rock 28918 25861 47921 5165
107890 Ft redrilled grout 32990 13573 15240 1173
63001 Ft grout injected 301268 52484 57004 4192
414973 Hrs circuit grouting 200.06 116.30 172.07 15.88
504.31 j . No, connections 1247 842 1334 157
3582 Unit take f t /ft.
10.4 2.2 1.2 0.8 1.0 3.9 ' p, Sunanary of total work quantities s No. of holes grouted 2,671 Ft. drilled (rock) 195,285 Ft. redrilled (grout) 166,442 Cubic feet of grout injected 1,252,083 No. of Connections 7607 Hours of circuit grouting 805.95 Attachments: Figures 1 thru 9 . . .. . _. .. .. - - - . ._
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- -- :. .. . ,-~. - , , . 1,3 . ' DIVISION OF COMPLIANCE '
' MONTHLY REPORT FOR JANUARY 1972 , -
- , , Florida Power Corporation (Crystal River 3) - A special - inspection was conducted on December 20-21 to review the '
results of the licensee's foundation grouting program.
Find-ings indicate that the grouting program as proposed and accepted , j for issuance of the construction permit has been carried out ! in a satisfactory manner.
- ' No deficiencies were observed.
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