ML19309D504
| ML19309D504 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 04/01/1980 |
| From: | Howell S CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19309D497 | List: |
| References | |
| NUDOCS 8004100390 | |
| Download: ML19309D504 (50) | |
Text
{{#Wiki_filter:, - _ - ----- - _ -_ . 10 CFR 50.54(f) nE' " Midland Plant Units 1 and 2 g g TAN Revision No.6 To Responses to NRC Requests Regarding Plant Fill Unit 1: Docket 50-329 Unit 2: Docket 50-330 h Consumers Power Company
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Bechtel Associates Professional Corporation DISTRIBUTION AND ACKNOWLEDGEMENT FORM TO: IdkCL Return to: Bechtel Associates Holder of Set Number: SPE Professional Corporation P.O. Box 1000 Revision Number: 6 Ann Arbor,!!I u8106
Subject:
Distrib. and Acknowledoc. Attention: Linda Hultquist Job 7220 - FSAR The enclosed material is a revision to the Responses to the NRC 10 CFR 50.54(f) Requests Regarding Plant Fill. The holder of each set is responsible for collating revisions into his set. (Use the enclosed list of effective pages for guidance.) In order to verify receipt of the enclosed information, please sign the acknowledgement below and return the entire form within 30 days to me at the above location. If any of this material is missing, please indicate in the space provided below. If you transfer your assigned set (s), please indicate in the space below the set nurber (s) , party (ies) and railing address (es) so that further material can be sent directly to the new set holder (s). Set Number (s) Name of Party (ies) Address (es) The following material was nissing: I hereby certify that I have received the material, except as noted. Signature of Set Holder. Date
r _ _ _ . l Instructions for Inserting Revision 6 into RESPONSES TO NRC REQUESTS REGARDING PLANT FILL Note: Due to added pages we had to go to a Volume 2 - Please replace covers and spines in your Volume 1 binder. If you have any questions, please call Linda @ x7340. REMOVE INSERT VOLUME 1 Revision 6 Letter cover cheet cover sheet LOEP 1 to 11 LOEP 1 to 14 TBL 4-lc (pages 4-10, 11) TBL 4-lc (pages 4-10, 11) Supplemental Information to Question 24 (insert this after Question 24) VOLUME 2
- 1. Start Volume 2 with Question 27 - add Supplemental Information to Question 27 after Question 27 and before Question 28.
- 2. Put Appendix A at the back of the entire report,
[m \ CONSUMERS POWER COMP /JiY APPLICATION FOR RFACf0R CONSTRUCTION PERMIT AND OPUTATING LICENSE DOCKET NO 50-329 DOCKET NO 50-330 AMENDMENT NO 76 Enclosed herewith, revising and supplementing the above-entitled application, are revised and new rages for incoryoration in the Responses to NRC Requests Regarding Plant Fill. The Responses to NRC Requests Regarding Plant Fill was referenced by Anendment 72 to the above dockets on December 19, 1979. The enclosed material consists of the following:
- 1. Corrected Faces h-10 and h-ll to Soils Settlement Question h ,
- 2. Supplemental material to Soils Setttement Question 24 consisting of:
(a) criteria utilized to select and locate observation vells; (b) the location plan of buried concrete pipe.
- 3. Supplemental material to Soils Settlement Question 27 consisting of:
[\m'}/ (a) thirty-one (31) additional primary / secondary diesel generator consolidation curves; (b) curcharge piezometer behavior graphs before, during and after removal of the surcharge; (c) piezometer installation information.
- h. A new Appendix A consisting of a summary of the remarks by the Consumers Power Company /Bechtel Consultants made during the site meeting with the NRC Staff and their consultants on February 27 and 28,1980.
5 Changes relating to the above (Tables of Contents , Figures, Tables, etc) . These new and revised pages bear the notation " Revision 6 Oh/80," and are marked in the margin to indicate where changes or new materia] is submitted. Additional pages and figurcs have been added as ref1ceted on the revised
" List of Effective Pages."
Consumers Power Company Dated: April 1, 1980 By /s/ Stephen H. Hovell Stephen H Howell, Senior Vice President Sworn and subscribed to before me on this 1st day of April 1980. A 1 !
'J
) (SEAL) /s/ Betty L. Bishop Notary Public, Jackson County, Michigan My commission expires September 21, 1982
_ = . . - . . . i i ! l , i, L l* i i I l RESPONSES TO THE l j NPC 10 CPR 50.54 (f) REQUEST l 1 ) REGAPDINC PLANT PILL ; j i j FOR {i 4
"IDLAND PLANT P1ITF 1 AND 2 l l !
l COMSUMERS POFFR COMDANY i DOCKET MUMBERS 50-329 AND 50-330 l l t i ( i !
- i i
i !
. i Consisting of:
- 1. Preface
-l , 2. Responses to the I 35 Questions !
l
- 3. Consultants' !
4 Sumraries l t 1 E 1 l 1 I i i ; j Report Date: Anril 28, 1979 l 4 Fevision 1: May 31, 1979 l Revision 2: July 9, . i Revision 3: September1979 13, _ 1979 i _Pevision 4: -November 13, 1979 i , Revision 5: February 29, 1980 ! Pevision 6: April 1,.1980 1 l 0 I f i - i t
8, I i . f J ; i i r RESPONSES TO 10 CFR 50.54 NRC REQUESTS REGARDING' PLANT FILL ! LIST OF EFFECTIVE PAGES
^
This list of ef fective pages identifies those text pages, l 1 tables, . figures, and attachments that are currently ef fective l 'l in these responses. .! j Sheet 1D Latest Revision [
; Cover Sheet 6 l LOEP 1 6 j
LOEP 2 LOEP 3 6 [ 6 j LOEP 4 6 i LOEP 5 6 [ LOEP 6 6 ( LOEP 7 6 I LOEP 8 6 LOEP 9 6 i
, LOEP 10 6 [
LOEP 11 6 : LOEP 12 6 -i LOEP 13 6 j LOEP-14 6 Preface i Sheet 1 2 t Sheet 2 4 i Table of Affected Section , Sheet 1 5 -
- Sheet 2 5 t Ouestion 1 1-1 0 l l-2 0 l-3 0 ;
i 1-4 1- ! l-5 0 1-6 0 1-7 0 i Append ix I ; Category I : I 0- ! . I-2 '0
- I-3 'O l - I-4 0 !
- I-5 0
,. ' Revision 6 LOEP-1 4/80 l
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r O Sheet 1D Latest Revision I-6 , O I-7 0 I-8 0 I-9 0 Category II I-10 1 I-ll 0 I-12 0 , Category III I-13 1 I-14 1 I-15 0 I-16 0 I-17 0 I-18 1 I-19 0 I-20 0 Category IV I-21 0 I-22 0 Attachment 1-1 0 i O l-2 1-3 1-4 0 0 0 l-5 0 1-6 0 l-7 0 1-8 Sheet 1 0 Sheet 2 0 Sheet 3 0 Sheet 4 0 ' Sheet 5 0 Sheet 6 0 Sheet 7 0 Sheet 8 0 Sheet 9 0 Question 2 2-1 0 Question 3 l 3-1 0 Question 4 4-1 5 4-2 5 4-3 5 4-4 5 4-5 5 , O Revision 6 LOE P- 2 4/80
~ m Sheet 1D Latest Revision 4-6 5 4-7 5 4-8 5 4-9 5 4-10 6 4-11 6 4-12 5 4-13 5 4-14 5 4-15 5 Question 5 5-1 0 Question 6 6-1 3 6-2 3 Question 7 7-1 0 7-2 0 7-3 3 Figure 7-1 0 Figure 7-2 0 Figure 7-3 0 Question 8 (q
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8-1 8-2 0 0 Figure 8-1 0 t Figure 0-2 0 Figure 8-3 0 Question 9 9-1 0 Question 10 10-1 0 Question 11 11-1 0 Question 12 12-1 3 Table 12-1 Sheet 1 3 Sheet 2 3 Sheet 3 3 Sheet 4 3 Sheet 5 3 Attachment to 2 Table 12-1 Figure 12-1 1 Question 13 l 13-1 0 ! 13-2 1 l Revision 6 LOEP-3 4/80
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Sheet 1D Latest Revision i ! 13-3 1 I 13-4 0 c i 13-5 0 i 13-6 0 Figure 13-1 0
; Figure 13-2 0
[ t Figure 13-3 0 Figure 13-4 0 , l Figure 13-5 0 i
; Figure 13-6 0 ;
Figure 13-7 0 Figure 13-8 0 ' Figure 13-9 0 : Figure 13-10 0 l Figure 13-11 0 ; 4 Figure 13-12 0 t Question 14 ' 14-1 5 i 14-2 5 e 14-3 5 l 14-4 5 . 14-5 5 i I Table 14-1 l' Sheet 1 5 Sheet 2 5 f Sheet 3 5 ! Pigure 14-1 1 ! ! Figure 14 0 ; Figure 14-3 0
) Figure 14-4 3 :
, Figure 14-5 3 , Figure 14-6 3 L Figure 14-7 3 i Figure 14-8 5 ! Figure 14-9 3 i Figure 14-10 3
- Figure 14-11 -3 I Figure-14-12 5 !
Question 15 ' 15-1 0 i 15-2 3 15-3 3 !' i 15 ~3 i . Question 16 I i 16-1 5. I 4 Question 17 4-17-1 5 I 17-2 5 . i % Revision 6 .; LOEP-4 .4/80- ! i
O O ' Sheet 1D Latest Revision 17-3 5 17-4 5 Table 17-1 5 ; Table 17-2 2 Figure 17-1 0 Figure 17-2 2 Question 18 18-1 5 18-2 5 Question 19 19-1 5 19-2 5 19-3 5 Table 19-1 Sheet 1 0 Sheet 2 0 Figure 19-1 0 Figure 19-2 0 Figure 19-3 0 Question 20 20-1 5 20-2 5 A Question 21 21-1 0 21-2 0 21-3 0 21-4 0 Table 21a-1 0 Table 21a-2 0 Table 21a-3 0 Table 21a-4 Sheet 1 0 Sheet 2 0 rable 21a-5 0 Yable 21a-6 0 Figure 21.B-1 0 Figure 21.B-2 0 Figure 21.B-3 0 Question 22 22-1 0 22 2 0 22-3 0 22-4 0 22-0 0 22-6 0 22-7 0 22-8 0 22-9 0 22-10 0 l l 0 Revision 6 LOEP-5 4/80
O Sheet ID Latest Revision Table 22a-1 0 Table 22a-2 0 Table 22b-1 0 Table 22d-l Sheet 1 0 Sheet 2 0 Sheet 3 0 Table 22e-1 0 Question 23 - Part I i 4 11 4 lii 4 iv 4 23-1 4 23-2 4 23-3 4 23-4 4 23-5 4 23-6 4 23-7 4 23-8 4 23-9 4 O 23-10 23-11 23-12 4 4 4 23-13 4 23-14 4 23-15 4 23-16 4 23-17 4 23-1P 4 23-19 4 23-20 4 23-21 4 23-22 4 23-23 4 23-24 4 23-25 4 23-26 4 23-27 4 23-28 4 23-29 4 23-30 4 23-31 4 23-32 4 23-33 4 23-34 4 23-35 4 Revision 6 LOEP-6 4/80
. i Sheet 1D Latest Revision t I' Question 23 - Part II 23-36 4 I 23-37 4 , 23-38 4 l 23-39 4 i 23-40 4 23-41 4 I 23-42 4 23-43 4 23-44 4 t 23-45 4 r 23-46 4 ! 23-47 4 23-48 4 l Question 23 - Part III ' 23-49 4 ! Attachment 23-1 4 ! Attachment 23-2 4 I Attachment 23-3 ; .; Sheet 1 4 Sheet 2 4 ; Sheet 3 4 - Sheet 4 4 23-50 4 ; 23-51 4 ' 23-52 4 i 23-53 4 ' 23-54 4 23-55 4 l 23-56 4 23-57 4 l 23-58 4 ! 23-59 4 l 23-60 4 1 23-61 4 ! 23-62 4 ; 23-63 4 [ 23-64 4 23-65 4 : 23-66 4 ! 23-67 4 ! 23-68 4 23-69 4 23-70 4 23-71 4 23-72 4 j 23-73 4 ! 23-74 4 t [ i Revision 6 LOEP.7 4/80 I l t _ _ _ . . _ _ _~ _. - . - _ _ _ _ _ - _ . . - -
1 1 Sheet 1D Latest Revision i 23-75 4 ! 23-76 4 23-77 4 23-78 4 23-79 5 23-80 5 23-81 4 23-82 5 23-83 5 ! 23-84 5 ! 23-85 5 23-86 5 23-87 5 i 23-88 5 23-89 4 23-90 4 Question 23 - Part IV 23-91 4 23-92 4 Cuestion 24 , 24-1 5 24-2 5 24-3 5 24-4 5 24-5 5 24-6 5 24-7 5 24-8 5 24-9 5 1 24-10 5 ! 24-11 5 24-12 5 24-13 5 i 24-14 5 24-15 5 24-16 5 , 24-17 5 24-18 5 24-19 5 24-20 5 24-21 5 24-22 5 24-23 5 24-24 5 l 24-25 5 24-26 5 24-27 5 24-28 5 l Revision 6 LOEP-8 4/80
Sheet ID Latest Revision 24-29 5 24-30 5 24-31 5 24-32 5-24-33 5 24-34 5 24-35 5 24-36 5 24-37 5 24-38 5 24-39 5 Figure 24-1 5 Figure 24-2 5 Figure 24-3 5 Figure 24-4 5 Figure 24-5 5 Figure 24-6 5 Figure 24-7 5 Figure 24-8 5 Figure 24-9 5 Figure 24-10 5 'i Figure 24-11 5 Figure 24-12 5 Figure 24-13 5 Figure 24-14 5 l Figure 24-15 5 j Figure 24-16 5 Figure 24-17 5 Figure 24-18 5 Question 24 - Supplemental Information 6 24-S1 6 Supplemental Figure 24-1 6 Question 25 25-1 5 25-2 5 25-3 5 25-4 5 25-4 5 i Question 26 26-1 5 ! 26-2 5 ' Question 27 27-1 5 27-2 5 27-3 ' 5 27-4 5 27-5 5 Revision 6 LOEP-9 4/80
Sheet 1D Latest Revision 27-6 5 27-7 5 27-8 5 27-9 5 27-10 5 27 11 5 Figure 27-1 5 Figure 27-2 5 Figure 27-3 5 Figure 27-4 5 Figure 27-5 5 Figure 27-6 5 Figure 27-7 5 Figure 27-7a 5 Figure 27-7b 5 Figure 27-8 5 Figure 27-9 5 Figure 27-10 5 Figure 27-11 5 Figure 27-12 5 Figure 27-13 5 [~N Figure 27-14 5 y! Figure 27-15 5 Question 27 - Supplemental Information 6 27-S1 6 27-S2 6 27-S3 6 27-S4 6 27-SS ti Supplemental Figure 27-1 6 Supplemental Figure 27-2 6 Supplemental Figure 27-3 6 Supplemental Figure 27-4 6 Supplemental Figure 27-5 6 Supplemental Figure 27-6 6 Supplemental Figure 27-7 6 Supplemental Figure 27-8 6 Supplemental Figure 27-9 6 Supplemental Figure 27-10 6 Supplemental Figure 27-11 6 Supplemental Figure 27-12 6 Supplemental Figure 27-13 6 Supplemental Figure 27-14 6 ' Supplemental Figure 27-15 6 Supplemental Figure 27-16 6 Supplemental Figure 27-17 6 Supplemental Figure 27-18 6 [js \
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Revision 6 LOEP-10 4/80
I a E- , I { Sheet ID Latest Revision l [ Supplemental Figure 27-19 6 Suppleniental Figure 27-20 6 Supplemental Figure 27-21 6 Supplemental Figure 27-22 6 Supplemental Figure 27-23 6 Supplemental Figure 27-24 6 Supplemental Figure 27-25 6 Supplemental Figure 27-26 6 l Supplemental Figure 27-27 6 [ Supplemental Figure 27-28 6 Supplemental Figure 27-29 6 , Supplemental Figure 27-30 6 ' Supplemental Figure 27-31 6
- Supplemental Figure 27 6 i Supplemental Figure 27-33 6 Supplemental Figure 27-34 6 Supplemental Figure 27-35 6 e i Supplemental Figure 27-36 6 -
Supplemental Figure 27-37 6 [ i Supplemental Figure 27-38 6 : i Supplemental Figure 27-39 6 Supplemental Figure 27-40 6 < Supplemental Figure 27-41 6 i Supplemental Figure 27-42 6 Supplemental Figure 27-43 6 Supplemental Figure 27-44 6 Supplemental Figure 27-45 6 i Supplemental' Figure 27-46 6 Supplemental Figure 27-47 6 ) Supplemental Figure 27-48 6 1 Supplemental Figure 27-49 6 i j Supplemental Figure 27-50 6 - i Supplemental Figure 27-51 6 . l Supplemental Figure 27-52 6 ,
;. Supplemental Figure 27-53 6 ,
Supplemental Figure ' 27-54 6 Supplemental Figure 27-55 6 ! Supplemental Figure 27-56 6 ; Supplemental Figute 27-57 6 ' Supplemental Figure 27-58 6 - Supplemental Figure 27-59 .6 Supplemental Figure 27-60 6 Supplemental Figure 27-61 6
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Supplemental Figure 27-62 6' Supplemental Figure 27-63 6 's
. Supplemental Figure 27-64 6' '
Supplemental Figure 27-65 6' Supplemental Figure-27-66 '6
. Supplemental Figure 27-67 6 Revision 6 '
LOEP-ll 4/80 . i 1 4~
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NJ Sheet 1D Latest Revision Supplemental Figure 27-68 6 Supplemental Figure 27-69 6 Supplemental Figure 27-70 6 Supplemental Figure 27-71 6 Supplemental Figure 27-72 6 Supplemental Figure 27-73 6 Supplemental Figure 27-74 6 Supplemental Figure 27-75 6 Supplemental Figure 27-76 6 Supplemental Figure 27-77 6 Supplemental Figure 27-78 6 Question 28 28-1 5 28-2 5 28-3 5 28-4 5 28-5 5 28-6 5 28-7 5 28-8 5 28-9 5 fy 28-10 5 (V 3 28-11 Figure 28-1A 5 5 Figure 28-1B 5 Figure 28-2 5 Figure 28-3 5 Figure 28-4 5 Figure 28-5 5 Figure 28-6 5 Figure 28-7 5 Figure 28-8 5 Figure 28-9 5 Figure 28-10 5 Figure 28-11 5 Figure 28-12 5 Figure 28-13 5 Figure 28-14 5 Question 29 29-1 5 Table 29-1 Sheet 1 5 Sheet 2 5 Sheet 3 5 Sheet 4 5 Sheet 5 5 Sheet 6 5 Sheet 7 5 [LJ } Sheet 8 5 Revision 6 LOEP-12 4/80-
t Sheet ID Latest Revinion t Ouestion 30 l 30-1 5 i-30-2 5 ! 30-3 5 l 30-4 5 ! 30-5 5 30-6 5 Question 31 31-1 5 31-2 5 31-3 5 31-4 5 Figure 31-1 5 f
- Figure 31-2 5 !
Figure 31-3 5 , Figure 31-4 5 g Figure 31-5 5 Figure 31-6 5 Figure 31-7 5 Figure 31-8 5 Figure 31-9 5 Figure 31-10 5 i Figure 31-11 5 l t Ouestion 32 ! 32-1 5 ' Ouestion 33 33-1 5 33-2 5 : Figure 33-1 5 ! Figure 33-2 5 t Question 34 - 34-1 5 34-2 5 ; 34-3 5 34-4 5 I i Question 35 i 35-1 5 35-2 5 35-3 5 35-4 5 Figure 35-1 5 . Figure 35-2 5 Figure 35-3 5 Appendix A A-1 6 A-2 6 A-3 6 A-4 6 - [ A-5 6 I Revision 6 LOEP-13 4/80
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O ' Sheet ID Latest Revision ! i i i A-6 6 ; 4 A-7 6 ! A-8 6 l
; Figure A-1 6 f
1 ! 4 i 4 i 1 t l . O l 1 l I i 1 l l l l l l i 7 l l9
- Revision 6 LOEP-14 4/80 1
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_._._.._._m_______-- - _ i i G G G l i } 1 TARLF a-tC l I SETTLFMFNT MIPAPY CF CMPENS ATP WATYR STRACE TAATS Settlemnt History l6 Const ruction State ! Yi IIT IV V VI
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Time Period Beginning of con- 9/16/78 to 12/12/79 12/12!79 to 7/1/80 7/1/80 to 11/1/80 !!/1/80 to 12/31/81 12/31/81 to struction to 9/16/79 12/31/2025 ! i F.stimated average - - - - - - Pressure (ksf) l Estimated Time Period for Filling Tank in Operating Frepty Tank Dead Imad Only Hydrotest the Tank Condition Remarks The initial settle- Piping connected The tanks are Plant life , ment readines were to tanks with presently under is estimated to taken on 9/16/78 hydrotests which 6 i flexible joint extend to i 11/79. were started on 12/31/2025. 12/12/79. Latest i reading included in l this response was taken on 1/18/80
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'"E" S S S 9 S 5 Settlement ( Inc he s) 0 S' O ! I '2 3 Measured Predicted Measured Predicted Measured Predicted *easured Predleted Measured Fredicted Measured Predicted North Tank - -
0.42 to - 0.91 to - - 3 - 0.5 - 1 1.93 1.06 ; South Tank I.21 to - 0.76 to - - 3 - 0.5 - 1 6 2.17 1.3 !
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l i Revision 6 ! 4-10 4/80 I l _ _ . . . . . _ _ . . _ _.,__ __. - - - - - - - - - - - - - - - - - - _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___l
O O O TABLE 4-lC SETTLEMENT SLTIARY OF CONDENSAT" AIER STORAGE TAhXS Predicted Settlement and Differential Settlecent 5 Static (inches) Seismic (inches) S S S N-S/S-N E-W/W-E S N-S/S-N E-W/W-E 5-1/2 3 3 N/A N/A N/A l6 Note: The static settlements do not include the settlement from till (1/3 inch) due t 5 permanent dewatering. 1 4g' R sion 6 4-11
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@ ' Revision 6 4/80 l
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() OBSERVATION WELL CRITERIA i Fifty-six observation wells are shown in Figure 24-7 in the response to Question 24. Observation wells with the prefixes PD and CH-9A were installed as part of the hydrogeologic investigation of both natural and backfill materials for the design of the permanent dewatering systesa. There : were five criteria used in locating these wells: l l 1. to delineate the hydraulic relationship between natural and backfill materials i
- 2. To monitor groundwater levels during the aquifer pumping tests ,
. 3. To locate areas of potential recharge from the cooling pond i 4. To supplement the groundwater observation wells already installed to provide monitoring of the overall groundwater levels at the ! plant site before, during, and after construction dewatering 6
- i S. To provide a groundwater level-monitoring network for use in determining groundwater levels during operation of the perma-nent dewatering system These observation wells were constructed in 1979 and 1980.
! Observation wells with the prefix OW wer9 inst.alled near the auxi-liary building electrical penetration area as part of the aquifer testing that provided information to the subcontractor for the I design of the construction dewatering system.- Observation wells 'l with the prefixes LOW and RR were installed by the subcontractor near the areas to be dewatered to monitor the effectiveness of the con-struction dewatering system. These observation wells were1 constructed in 1979.- ; Observation wells with prefixes: SW (service water building), }
'AX (auxiliary building), RW (radwaste building), W (retaining wall), !
, T (tank farm), 0 (0-listed pipelines) and C1 (chlorination building) i ! were located near structures as part of the backfil.1. i.qves tig ation. ' These wells were installed in 1978'and 1979. , t i b I c
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CONSUMERS POWER COMPANY l i ,.. . . . . . . . . . , , . . . , . . , MIDLAND PLANT UNITS 1 & 2 l FINAL SAFETY ANALYSIS REPORT !
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4 PIEZOMETERS Prior to placing the surcharge, piezometers were installed within the boundary of the diesel generator building. Some piezometers were also installed outside the surcharge area. A brief discussion of the instrumentation and results are presented in the following paragraphs. Forty-eight open standpipe piezometers were installed to monitor foundation pore water pressure under the influence of the surcharge load and groundwater level outside the building. Soil and Rock Instrumentation (SRI), of Newton Upper Falls, Massachusetts together
- with J.C. Dunnicliff, instrumentation consultant, provided consulting engineering services to assist Bechtel in planning and executing the instrumentation program. SRI and Mr. Dunnicliff assisted in the purchase of various items of monitoring equipment, porr
- ormed prein-sta11ation equipment tests, and inspected and recorded the installation of instruments. The locations of the piezometers are shown in Figure 27-4 of the response to Question 27.
Two types of piezometers were installed. The initial 16 piezometers were manufactured by and supplied by Piezometer Research and Develop-ment Corporation, Stamford, Connecticut. The piezometers consist, 6 basically, of a porous plastic cylinder tip connected to a plastic , tube standpipe. A cross section of the piezometer is shown in Supple-t mental Figure 27-1. The remaining 32 piezometers were of the
\-- Geonor M-206 type, manufactured by Geonor and supplied by Roctest Ltd.,
Montreal, Canada. These piezometers consist of a hollow stem with a conical point screwed into the lower end. Three sintered bronze filters are mounted on the stem. The tip of the filter stem is connected to a plastic tube standpipe. A view of the piezometer along with the manufacturer's equipment description information~is shown in i Supplemental Figure 27-2. The installation data for both piezometer types, the soil type surround-ing the piezometer tip, and the location coordinates are summarized in Supplemental Table 27-1. Typical installation logs for both types of i piezometers are shown in Supplemental Figures 27-3 and 27-4. From December 1978 (before the start of surcharge in Janu.try 1979) to i April 1979 (approximately the end of surcharge placement), the.piezo-meter readiaga were r: ken on approximately an every-day or every other day basis. Thereafter, the readings were taken less frequently,
.approximately once a week.
l Supplemental Figures 27-5 through 27-50 show the time-dependent i responses of piezometers which did function. The same figures also. show the tip elevation and the location of the peizometer with respect to the building-in'a block diagram in the corner. It should be recog-nized that the responses of these piezometers are-the combined effects of. rising cooling pond levelfand the pore water pressure' increase,due. l 0). u-Revision 6-l 27S-1 4/80
T 1 I to surcharge load. The approximate pond water elevations rose from 1 (' ~N el 622' in November 1978 to el 627' in April 1979. The surcharge load > program started approximately the last week of January 1979 and a , 20-foot surcharge was completed in the first week of April 1979. The l detailed surcharge load history is presented in the response to the t i Question 27, in Figure 27-2. The majority of the piezometers which , i were under the influence of surcharge showed a rapid rise during the pa r i.o41 bu tdeen the last week of' March 1979 and the first week of 7 April 1979. This period coincided with the time when the last 10 feet i of surcharge was placed. (The pond reached its maximum level of ' approximately el 627' in the beginning of April 1979). Almost all - these piezometers, which respond to the surcharge load, dissipated very :
- rapidly within a short period (approximately 1 to 2 weeks af ter com-
- pletion of surcharge lavi) . Thereafter, all the piezometer readings ;
l remained at a steady elevation until the surcharge load was removed i during the second half of August 1979. j In general, because of the sandy nature of the clayey fill under the ; diesel generator building, the pore water pressure response was small 1;
- and, in turn, consolidation was rapid, as demonstrated by the load 6) settlement behavior of the building. i I
SETTLEMENT l i The building settlement during the surcharge period was monitored . I using 28 settlement markers on the building walls and diesel generator pedestaln. The location of these settlement markers is shown in : Figure 27-3 of the response to Question 27. In addition, Figure 27-3 ! I also shows four deep borros anchors instalked during the month o"
; June 1979 in an attempt to improve settlement accuracy after the l building rate of movement became very small. The settlement plots .for settlement marker DG-3 are shown in the response to Question 27, :
- Figure 27-6. The settlement plots for remaining settlement. markers l 2 DG-1 and DG-4 through DG-29 are presented in supplemental Figures 27-51 i through 27-77. Supplemental Figure 27-78 shows the settlement plots [
f of the four deep borros anchors. The slopes of the secondary compres- ' sion, Ca , from these plots are shown in these figures and also ! presented in a plan view of the building and pedestals in Figure 27-8 ; of the response to Question 27. 3 i h 4 -i Revision 6 L 27-S2 4/80 f E y - g -.- ..-a, .m, ---,_e v . - - , . - , - . . r-..--, - . , ., , ., m.n -w-- ,,, ,w,. ,
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( O ( NJ % ./ Supplerental Table 27-1 TABLE SD?'ARY OF P1f" OTTER INSTALLATICS DATA, SOIL TYPE MD LOCATION COOFDINATES Ottava Sand tentcnite Forking Ecttom M Seal Instrument Instrurent rate Elevaticn Elevation Flevation N ckness location Soil Type ?: ear Tip Number Tvre Installed tft) (ft) (ft) ( _ ft) Ccordinates Of Pierceeter (6) PZ-1 10/16-20/78 628.0 609.0 614.0 4.5 S 5112 E 320 Silty Clay PZ-2 10/16-20/78 628.0 603.0 608.0 4.5 5 5110 E 282 Sandy Clay PZ-3 g 10/16-20/78 628.0 616.0 621.0 4.5 S 5108 E 320 Sandy Clay PZ-4 2 10/16-20/78 628.0 616.0 621.0 4.5 S 5106 E 262 Sandy Clay o PZ-5 U 10/16-20/78 62F.0 606.0 611.0 4.5 5 5067 E 298 Sandy Clay N 6 PZ-6 h 10/23-27/78 628.0 614.0 619.0 4.5 S 5070 E 298 Sandy Clay O PZ-7 g 10/23-27/78 629.0 607.0 612.0 4.5 S 5065 E 260 Silty Clay a PZ-8( 3) h 10/23-27/78 628.0 614.0 619.0 4.5 S 5068 E 263 Silty Clay S PZ-9 y 10/23-27/78 634.0 606.0 611.0 4.5 S 5139 E 294 Sandy Clay
$ Sandy Clay PZ-10 a 10/23-27/78 634.0 615.0 620.0 4.5 S 5142 E 293 d
PZ-11(2) , 11/1-9/78 634.0 621.0 626.0 4.5 S 5145 E 294 Silty Sand PZ-12 h 11/1-9/78 628.0 611.0 616.0 4.5 S 5070 E 266 Silty Clay E PZ-13 S 11/1-9/78 628.0 611.0 616.0 4.5 S 5108 E 279 Sandy Clay M PZ-14 S' 11/1-9/78 628.0 610.0 615.0 4.5 S 5074 E 298 Sandy Clay PZ-15 11/1-9/78 634.0 605.0 610.0 4.5 5 5139 E 187 Sandy Clay F:'-16 11/1-9/78 628.0 594.0 599.0 4.5 S 5106 E 317 Crave 11y Sand 27-S3 Revision 6 4/80
O O O Supplemental Tatie 27-1 (continued) Ottava Sand Bentonite tiorking Pcttom Top Feal Instrucent Instrurent rate Elevation Elevation Elevation Ihickness 1.ocatien Soil Type Near Tip Ku:r.be r , Type 7estalled (ft) (ft) (ft) (ft) Coordinates Of Piezweter (6) PZ-l' M-206 11/19/78 633.3 603.3 605.8 2.5 S 5268 E 136 Silty Sand P2-18 M-206 11/20/78 633.3 611.3 613.3 3.2 S 526F F 141 Sandy Clay P2-19 N206 11/21/78 633.3 621.3 623.3 3.0 S 5268 E 145 Sandy Clay P2-20 M-206 11/21/78 628.0 608.5 610.5 1.5 5 5068 E 239 Sand PZ-21 ?b206 11/21/7E 634.0 671.5 623.5 3.5 S 5064 E 167 Sand PZ-22 M-206 11/28/78 634.0 589.0 591.2 3.0 S 5060.5 E 167 Sand 6 PZ-23 re206 11/28/76 628.0 608.5 610.5 3.0 S 5072 E 200 Sand P2-24 M-206 11/28/78 628.0 601.5 603.5 2.5 S 5073 E 239 Sand PZ-25 M-206 11/28/78 628.0 618.5 620.5 3.0 S 5075 E 236 Sandy Clay P2-26 th206 11/29/78 628.0 617.0 619.4 3.0 5 5065.5 E 198.5 Sand P2-27 M-206 11/29/78 62F.C 617.0 620.5 3.0 S 5066.5 E 271.5 Eilty Sand PZ-28 M-206 11/29/76 6 34.0 612.5 614.5 3.0 5 5047 E 166 Silty Sand PZ-29 M-206 11/30//8 626.0 610.5 612.5 3.0 S 5072.5 E 271 Sandy Clay PZ-30 M-206 11/30/76 62F.C 600.0 604.0 3.0 S 5075.5 E 197 Sand PZ-31 M-206 11/30/.'8 628.0 621.5 623.5 3.0 S 5116.5 P 279.5 Sand P2- 32 lb206 12/1/78 628.0 614.5 616.5 3.0 S 5108 E 285 Sandy Clay PZ-33 M-206 12/1/78 634.0 620.5 622.5 3.0 5 5114.5 E 348.5 Silty Sand PZ-34 M-206 12/1/78 628.0 605.0 607.5 3.0 S 5102 E 284.5 Silty Sand 27-S4 Revision 6 4/80
p-.- , - Supplemental Table 27-1 (continued) Ottava Sand Bentonite Forking Ectton Top Seal Instrucent Instrurent Eate Elevation Elevation Flevation 1hickness Location Soil Type Fear Tip Number Tvre Installed ('t) (ft) (ft) , (ft) Coordinates Of Piezomerer (6) PZ-35 M-206 12/2/78 634.0 608.0 610.0 3.0 S 5109.5 E 348 Sandy Clay PZ-36 M-206 12/8/78 628.0 602.5 605.1 3.0 S 5100.5 E 258 Sand PZ-37 M-206 12/9/78 628.0 617.7 619.7 3.0 S 5116 E 317.5 Sandy Clay Pi-2 M-206 12/9/78 628.0 606.0 608.0 3.0 S 5111.5 E 323.5 Silty Sand PZ-39 M-206 12/9/78 635.0 610.5 613.5 3.0 S 5138.5 E 194.5 Sandy Clay PZ-40 M-206 12/9/76 628.0 608.0 611.0 3.0 S $066 E 302.5 Silty Sar.d PZ-41 th206 12/10/78 628.0 611.5 613.5 3.0 S 5104 E 323 Clayey Sand P2-42 M-206 12/10/78 f4 8. (- 622.0 624.0 3.0 5 5063 E 299 Sandy Clay PZ-43 M-206 12/10/78 628.0 609.5 611.5 3.0 S 5104.5 E 218.5 Sandy Clay PZ-44 Il} M-206 12/11/78 633.4 612.9 614.9 3.0 S 5253.5 E 451.5 Sandy Clay PZ-45 (1,2) M-206 12/11/76 633.4 621.9 623.9 3.0 S 5250 E 451.5 Sandy Clay PZ-46 I} M-206 12/12/78 628.0 609.P 611.8 3.0 S 5105 E 183.5 Sandy Clay PZ-47 M-206 12/12/78 628.0 620.0 622.0 3.0 S 5101.5 E 218.5 Sandy Clay P Z-48 M-206 12/13/78 628.0 620.0 622.0 3.0 S 5101 E 1A3.5 Sandy Clay NOTES: (1) Outside surcharge influcrce. (2) Malfunction or inoperable. (3) Difficulty in forming bentonite scal. (4) Hole caved during insta11atien of seal. (5) 3' of sand boiled up into casing. (6) Soils type of pie *ometers PZ-1 through PZ-16 are estirated based on r.earest borings. Revision 6 27-SE 4/80
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CONSUMERS POWER COMPANY MIDLAND PLANT UNITS I & 2 Single-Tubing (m) v - Piezometer h ))!f)h b)
!J M hUdO M [M U I
bt91 fi Supplemental Figure 27-1 l 4/80 Revision 6
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i Accurate measurements of pore water pressure are today a basic l l requirement in soil engineering. They are important in connec-tion with subsoil explorations, where such measurements also l' j gise a pauibihty for field measurement of the permeability of the various sod lay cis Pose pressure measurements are vitally
, Q sigmficant durmg escasation work when there is a danger of !
piping or when a ground water lowering of adjacent areas is j feared Mmem er, a field control of the stability of slopes or , of settlements of ernbankments on soft soil requires reliable - measuiements of the pore water pressures. ; The pierometer point manufactured by GEONOR A/S is of p' j simple, rohmt constiuction and is quickly and easily installed. P i
! F The point is piesied or driven into the ground, without pre-hmmg. So that leakace along the outside of the estension tubes 2
h j is avoided liccause of the small cross-section of the pierometer tube and the selath civ farge filter area. it has a very small time N ' i lag satisfa<tosily small for most practical applications De l equipment is cencieralh med as an open system with a plastic pierometer tohe ' ~ DESCRIP fION OF FQUIPMENT
'Ihe pictometer consists of a hollow stem in the lower end on which n wiewed a conical point. Three sintered bronze filters are rnounted on the stem Chamfered brass rings are employed k ;
[ as suppott and scaling for the filters The top of the filter stem ( , , is pimided with esternal "f-ind" thicads for connection to , the estemion tubing for the piciometes tube itself. %" i'd plastic tubing is usually med (Plastir f uhing w ith '7 i d, or a two-tuhe sy stem corres- S M [ l l ponding to th.it med in pore pressure cells for carth dams, can also he emp!m ed ) The plastic tubing is screwed inside the top
- of the pieromerci stem and scaled hv a rubber "O" ring which .
is compieued hs a gland nut The plastic tubing can be leng- ,; % i thened hv the use of aperial connections l Tm the estemmn tuhm;:. shamond core drill rods (D aie em. pimed Other tubes with flush joints and an outer diameter of , { 1"i nr mme can aho be med (The hall cone clamp supplied l . ! by GTONOR A S for respectisely drhing and ramming piero-g j meter tubo are designed to grip tubes with an outer diameter l of I'// ) @ , 1 e ' i l EONOR i 1 CONSUMERS POWER COMPANY i MIDLAND PLANT UNITS 1 & 2 ! l
@MI) p bu b@u W kk}d Piezometer Description l l
l l Supplemental Figure 27-2 1 4/80 Revision 6 I l
- . . - - . , _ - . , , - . , - - - - - . - . , - . . . - , ~ . . , . . , - -
I S Tebq tTEM - se ou ELEwTION
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it worsmo tuoRKING
.-. oti
,', Ele vation ELEVATION 634
)
\ n; 6 30TTOW OF 615
$ j',[h Bentorate %"7 DOREMOLE -19' i
, h'. PtEZ0 METER ,,yge ggg
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7tP 2'Ottoso Sand TOP OF SAND { LAYER -14' 620 TOP OF
-9.5' 9,* .' BENTONITE 624.5
.- , :5"seniornie Pen es
. PmETm top -14' 620
' # **' bono'" -16' 618 2' Ottawa sand INSTALLATION DATE : 10/23-27/78
. g;. ,H SCRING Ca & FOREMAN: Raymond International
. is" sworste wets ,
j ;, 21/2" Steet Caped Cosmg
, ,.4 ,
SPLITSPOON SAMPLE TAKEN FROM q
- to (dept h).
J.1 - Porous Tube p, nom ,,, SLOW COUNTS , , (per 6 In.) SAMPLE DESCRIPTON : e . L NOTES: 1.) INSTALLATION PROCEDURE No.1 FOLLOWED 2.) TUBING: SIZE . 3/8"1.D. TYPE = POLYETHELENE
- 3) REFERENCE MARK:
As indicated on the 2 " casing 4.) PIEZOMETER NUMBER MARK:
- 5) FINAL ACCEPTANCE BY: C- i. eM DATE: 2/2//7,9
~
//
MIDLAND PLANT- DIESEL GENERATOR BUILOING HYDRAULIC PIEZOMETER INSTALLATION LOG-10 l INSTRUMENT No. Plea ntter R. & D. Corp. Type CONSUMERS POWER COMPANY l MIDLAND PLANT UNITS 1 & 2 l l Typical Piezometer
\qj Installation Log Supplemental Figure 27-3 4/80 Revision 6
D(PTH IN SPECTORS 3Yt M - 6elos ELEVATION int tl $$
]p T v t.a 9 + Aboin (H) W gg WOM KING R K.
r i tLt<ATiON 628 12/10/78 I
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[1 l$- 16e votion JOREMOLE -16'6" 611.5 12/10/78
.:,T x tlli T;.. Pitlowt TER -16, 612 R.K.
hea'oan's $*arry tsp fls 4', 12/10/78 nt c
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TOP OF SAND R.K. F C*uPd 8. P'P* -14'6" 613.5 f- L Ayg M 12/10/78 11'6[{ [ y,P TONITt PttttT St AL
-11'6" 616.5 R K-12/10/78 l $:. 3,
,- Pt20utTEMve, -14 10" 613.2 [yj10/78 MTtMvAL 3.j j.; **"o* -15'10" 612.2 fjfiO/78 9f 16'6" '
,- ) INSTALLATION DATE : 12/g a
;_ N' , t~ d BORING Ca lh REMAN: b$Nny ""
3, % ,,,, p, ,,, , GZDA INSPECTOR: 11. Kelle4rr sai _.. U . I L SPLITSPOON SAMPLE TAKEN FROM 18" to 15 6" (depth) BLOW COUNTS 3 , 4 , 6 (per 6 in.)
}1 .h M206 Piesomete, SAMPLE DESCRIPTION : Brown SAND. milty, 6,,_ ;
fine to roarse sand gamine subrounded I to subannular with 20% to 301 non-plastic fines and 5% to lot fine gravel st res (S$') O. i
\v/ NOTES:
- 1) INSTALLATION PROCEDURE No.1 FOLLOWED.
I'
- 2) LENGTH OF E ROD =
- 3) TUDING: SIZE e 1/4" l D TYPE. POLVETHELENE
- 4) REFERENCE MARK : 3" belcw the bottom coupling
- 5) PIEZOMETER NUMBER MARK : 6" below the reference vnark
- 6) FINAL ACCEPTANCE BY: C U h-i *d - DATE: 3/U/79 M y -
1 MIDLAND PLANT- DIESEL GENERATOR BUILDING HYDRAULIC PIEZOMETER INSTALLAT1061 LOG-
'l INSTRUMENT No.
Gsmor t1-201 Typ.t CONSUMERS POWER COMPANY MIDLAND PLANT UNITS 1 & 2 FN Typical Piezometer () Innta11ation I.og l Supplemental Figure 27-4 4/A0 Revinfon 6 l
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