ML20090J583

Documents from TR Thiruvengadam Re 801211 Oral Deposition

ML20090J583
Person / Time
Site:	Midland
Issue date:	05/05/1984
From:	CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:
Shared Package
ML17198A223	List: IR 05000329/1981014 IR 05000329/1982013 IR 05000329/1983008 ML20090A052 ML20090A064 ML20090A067 ML20090A071 ML20090A076 ML20090A080 ML20090A090 ML20090A103 ML20090A106 ML20090A110 ML20090A367 ML20090A377 ML20090A397 ML20090A403 ML20090A447 ML20090A451 ML20090A456 ML20090A465 ML20090A481 ML20090A487 ML20090A491 ML20090A500 ML20090A504 ML20090A514 ML20090A517 ML20090A543 ML20090A547 ML20090A559 ML20090A590 ML20090A594 ML20090A600 ML20090A613 ML20090A614 ML20090A623 ML20090A626 ML20090A631 ML20090A637 ML20090A642 ML20090A656 ML20090A658 ML20090A673 ML20090A698 ML20090A703 ML20090A733 ML20090A741 ML20090A748 ML20090A751 ... further results
References
CON-BOX-05, CON-BOX-5, FOIA-84-96 BOX-5, OL, OM, NUDOCS 8405230041
Download: ML20090J583 (52)

Text

{{#Wiki_filter:50 - 3 z 7/33 s 0% OL / o c u m e + f.s fr o a'v ee / by uL%;.. f/P [bt nve ny c/9 m, St< H Enp,ce+ - it & C o n s u s c a., buer Co. cfi~. W~ fw Or</ p epa M iox l 2/it/e o l o t 4." uv. I e,.. . y 6.. >n. <y*,'s ,A ' 's > .C, i i r DR of041840517 RICE 84-96 ppg he f ? 3 kr

from Thwu 5 fopra lehtleo W . -99 .<J.3 l v v L g* y n E @ Bechtel Power Corporation ' T,Q 777 East Eisenhower Parkway 0II6I6 [d ' ',', k '.* 10 ' ** *", Ann Arbor, Michigan u,,# awess P O Box 1000. Ann Arbor, Michigan 48106 Consumers Power Company September 12, 1980 1945 West Parnall Road Jackson, Michigan 49201 s Attention: Mr. J.W. Cook Vice President Midland Project

Subject:

Midland Plant Units 1 & 2 Consumers Power Company Bechtel Job 7220 50.54(f) August Status Report Attached is the August Status Report giving the status of commitments made in the responses to NRC 50.54(f) Questions and supplementary questions from letters, meetings, etc. The following is a summary of the attached report: II) II) I1) Status Codes:II) Ques 1-22 Ques 23 Ques 24-35 Supp. Ques. Code 1 59 29 0 0 Code 2 5 9 5 2 Code 3 18 5 0 2 Code 4 23 13 7 3 Code 5 6 0 0 2 Total Actions IIT T6 IT T (1) See first page of status report The September Status Report will be submitted by October 10, 1980. Very uly yours, 1 John A. Rutger Project Manag JAR /VDP/bc 9/9/80

Attachment:

50.54(f) August Status Report cc: W.R. Bird w/a D.E. Born w/a G.S. Keeley w/a G.R. Eagle (CPCo/AA) w/a Response Requested: No V

MIDLAND UNITS 1 AND 2 MASTER LIST OF Comt!TMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES LEGEND 0i16iG RESPONSIBLE ORGANIZATIONS: Etatus Codes: 1 Complete, verified by quality assurance PD Plant design CPCo Consumers Power Company PS Pipe stress CPCo QA Consumers Power Company quality LS Licensing assurance 2 Reported complete, not yet verified GT Geotechnical CPCo PMO Consurers Power company project services management organization 3 Due, but not complete CE Civil engineering services O Not yet due FE Field engineering QA Quality assurance 5 Insufficient documentation in quality assurance QE Quality e::gi-files to establish or verify status neering Notes: 1. Commitment d.stes for actica items indicated by asterisks (*) have been transmitted to the NRC. These dates will not be changed without a formal transmittal to the NRC. 2 Questions 1 through 22 action item numbers are basically the same as those used by the diesel generator building task group, but have been modified to acknowledge action items / commitments made in all revisions of the responses. 3. Question 23 action item numbering is based on the Response to Question 23 submitted to Consumers Power Company via via 8I4-8460, J.A. Rutgers to G.S. Keeley, dated November 14, 1979. These action item numbers have been modified to acknowledge action itaas/ commitments made in all revisions of the responses. C. Questions 24 through 35 action items were identified for the first time in the April issue of this status report and will be referred to by the action item numbers established in that issue. References (applicable to Part II only): A. IAttter from G.S. Keeley to J. A. Rutgers, CPCo Serial 8548, 3/27/80 C. Commitments made in February 1980 meeting with NRC, Midland, Michigan m Sheet 1 7/8/80

MIDLAND UNITS 1 AND 2 MASTER LIST OF COfetITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES g' g QUESTIONS 1 to 35 PART I: C00001 Resp Responsible Due Item Description Page M Orq Engineer Date Status Status Remarks 1-10 Perform a final review and update of 1-3 1 LS 800101 1 PSAR cammitment last 1-22 Review sections of the FSAR determined to 1-4 1 LS 800101 1 Superseded by Item 23-44 be inactive 1-33 Soview EDP 4.22 1-4 0 QS 790629 1 1-4 Audit action items 1-3 1-4 0 QA 801101 4 1-52 Review specifications not included in the 1-5 0 QE 790629 3 specificity study initially I-8 0 1-6* Complete review of the Dames and Moore I-6 GT 790629 1 report 1-73 Complete review of pertiner.t portions of I-6 GT,CE 790629 1 FSAR Sections 2.5 and 3.8 1-4 Correct settlement calculations I-6 GT 791101 1 1-3 Schedule audits of the geotech sections I-7 QA 790504 1 on a 6-month basis 1-10* Review drawings for possible effect of I-7 CE 790106 1 vertical duct bank restrictions 1-110 Complete actions in response to DRVCL I-7/8 QE 790518 1 audit 1-120 Revise EDP 4-49 to incorporate clarifi-I-8 QE 790504 1 cations and instructions for use of SCN 1-13 Schedule audits of each design disci-I-8/9 QA 790504 1 pline calculations on a yearly basis 1-10 Beevaluate construction equipment used I-11 FE 791204 1 See Ites 23-20 for compaction 1-15 Assign field soils engineer and soils I-11 FE 790501 1 engineer from design section ~ Shmt 2 7/8/80

MIDLAND UNITS 1 AND 2 stASTER LIST OF COfMITNENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PAkT I: CoseIIDEENTS FROH QUESTIONS 1 to 35 (Continued) Resp ResponkhlbblbDue Ites Description Page Rev Org Engineer Date Status Status Remarks 1-1So Review construction specifications and 1-11 FE 790629 1 See Item 23-8 procedures to identify equipment requaring qualification 1-173 Review field procedure FPG-3,00 to ensure I-11 FE 790531 1 clarity and completeness 1-18 Revise PQCI C-1.02 to provide inspection I-16 QC 800801 1 rather than surveillance and to record inspections 1-19e complete in-depth review of soil test I-17 GT 790731 1 results 1-200 Perform in-depth audit of U.S. Testing 1-18 QA 790531 1 1-210 Review all active QCIs for surveillance I-18 QC 790629 1 callouts 1-21A stodify QCIs based on Ites 1-21 NA QC 800901 3 See Item 23-41 1-223 Evaluate documentation (review) call-I-18 1 QC 790629 1 See Item 23-19 outs on QCIs 1-23 Incorporate scientific sampling plans for I-20 QC 791019 3 Committed statements not inspectica yet complied with 1-243 Complete in-depth review of the Rechtel I-22 QA 790601 1 See Items 23-35 and 23-36 trend program 1-250 Conduct QA training I-22 QA 790601 1 2-0 No Action Item 3-10 Clarity the Response to Question 362.12 3-1 0 LS 790531 1 in FSAR Revision 18 i 4-10 Provide criteria for permissible residual 4-1 3 GT 791231 1 settlement CE 4-23 Provide details of treatment of loose 4-2 0 GT 790831 1 sands CE 4-3 Take dynamic modular measurements upon 4-3 3 GT 791031 1 removal of preloads for diesel generator ~ building and other buildings Sheet 3 7/8/80

CIDLAND UNITS 1 AND 2 SthSTER LIST OF COIWi1TNENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PART I: COfWil7MENTS FROM QUESTIONS 1 to 35 (Continued) Responsbdb!bDue Resp Itae Description Page Rev Orq Engineer Date Status Status Remarks 4-4 Use data of Item 4-3 to evaluate the 4-3 3 CE 791130 1 Partial Requirement of seimmac response of the structures Items 13-6, 13-11, 13-16 4-5 Prepare additional response to NRC for NA CE 790831 1 Items 4-1 and 4-2 4-6 stonator the non-Seismic Category I con-4-4 5 GT J. Wanzeck 801130 4 Load test ongoing; results densate storage tanks CE S. Rao will be evaluated by geotech and civil 4-7 Remove unsuitable material in the tank 4-3 3 CT J. Wanzeck 791130 3 farm and replace by compacted fill S. Rao 4-8 Fill the BWST with water to perform a 4-3 3 GT J. Wanzeck 801130 4 Dwg C-1148 issued for full-scale test of subsurface material CE S. Rao construction. Load test to start in 9/80 4-9 Fill the diesel fuel oil tank with water 4-2 0 GT 1 to perform a full-scale test of the foundation soil 5-1 Blonitor the settlement of the structures 5-1 0 GT 1 Ongoing activity, require-(utLich were subjected to preload) during ments in Dwg C-594, the life of the plant to provide a Spec C-76 record of performance 6-1 Construct and fill the borated water tank 6-1 0 GT 1 See Item 4-8 to -km a full-scale test of the founda-CE tion soils 6-2 Delay the piping connections to the BWST 6-1 0 1 until most of the settlement has taken place under the test load 6-3 Use settlement data from BWST to allow 0 NA 2 Included in Item 6-6 conservative piping connection design 6-4 Evaluate the load test result of the 6-2 0 GT 1 d2esel fuel oil tank and provide precise corrective measures if required 6-5 peonitor the piping between the BWST and 6-1 1 CE 5 Ongoing activity the auxiliary building e Sheet 4 7/8/80

MIDIJuiD UNITS 1 AND 2 thSTER LIST OF CCsetITTENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PART 12 COpetIT3 TENTS FROM QUESTIOtiS 1 to 35 (Continued) Resp Resportsible Due 0iI6IG Item Description Page g Org Engineer Date Status Status Remarks 6-6 Evaluate the settlement from Item 6-3 in 6-1 1 PS 5 Complete monitor upon load test accordance with the procedure described an Question 17 6-7 Remove all unsuitable material in the 6-1 3 GT 1 See Item 4-7 tank farm area and replace with suitable compacted fall 6-4 leonator the non-Seismic Category I con-6-2 3 GT 1 See Item 4-6 densate storage eanks 6-9 Determine long-term settlement based on 6-2 3 GT 4 ceotech to review load and predict long-term the measured settlement of the loaded settlement based on Items tanks 4-6, 4-8, and 4-9 7-10 Perform continuity check on duct banks 7-3 3 FE 791130 1 after completion of preload program 5 Included in Item 7-1 7-2 Make results of continuity checks and settlement surveys available 5 Included in Item 7-1 7-3 If further corrective action is required, determine corrective measures 4-1 Establish a requirement to realign diesel 8-2 0 CE 800304 1 Requirement shown in Dwg C-10ll, Note 4 gener. tors af manufactuaer's tolerance for pitch and roll are ecceeded 4-2 leonitor the diesel generator pedestal 8-2 0 CE NA 1 Ongoing activity. markers on a 60-day cycle throughout the Requirements in Dwg C-994 and Spec C-76. Included in constructica phase. Item 5-1 8-3 Review and modify the monitoring fre-8-2 0 CPCo 850101 5 spency for the diesel generator pedestal markers after 1 year of operation a 9-0 too Action Ites NA 10-0 No Action Item NA 11-0 300 Action Item MA Complete one additior.a1 boring in the 12-1 0 GT 790423 1 12-1, maddle of diesel fuel oil tank area q Sheet 5 7/8/80

si CIDLAacD 12ilTS 1 A30 2 BRASTER LIST OF C00eIITNENTS TO NRC ON 10 CFR 50.54(f) RESPGstSES (Continued) PART I COeseITNENTS Faces QUESTIOsis 1 to 35 (Continued) Ob Resp Responsible Item Description Page Rev, _Or[ Engineer Date Status Status Remarks j 12-2 Complete three additional borings in the 12-1 0 GT 790531 1 ausaliary building control tower area 12-3 Complete Table 12-1 for soils investi-Tb1 1 CE 790531 1 i gataca and planned remedial measures; 12-1 respond to asc 12-4 Provide supporting soil condition for 1b1 0 CE 790531 1 seismic Category I utilities 12-1 12-5 Pressure grouting of void below the mud Tb1 0 CE R. Zao 801231 4 Drawing C-1147 issued met of the control tower as required 12-1 12-6 Provide a detailed description of ~ Tb1 1 CE 790630 1 plammed corrective actions in Interim 12-1 i asport 6 of IICAR 24 12-7 Perform a continuity check on one con-Tb1 1 FE 800630 1 Ongoing activity. See duit in each duct bank made with a hard-12-1 field procedure FIE 4.500 ( fiber rabbit prior to cable pulling Pg 4 12-8 seemsure the gaps between embedded Tb1 3 CE 1 sleeves and pipes entering the service 12-1 water valve pits when the surcharge Pg 5 as removed f 13-1 Complete seismic reanalysis of diesel 13-1 0 CE 791031 1 Superseded by Items 13-6 and 13-7 generator building to account for current lack of compaction 13-2 Review diesel generator building design 13-CE 791231 1 Superseded by Items 13-8 and Seismic Category I equipment piping, through 13-10 and electrical systems to the enveloped seismic reapaa=== 13-3A Conduct a seismic reanalysis to account 13-2 0 CE 791231 1 Superseded by Items 13-11 for revised soil structure interaction through 13-15 of service water pump structure; 13-38 meview structural design and Seismic 13-2 O CE 791231 1 Superseded by Items 13-11 Category I equipment, piping, and through 13-15 electrical systems and incorporate the seismic responses of the reenalysis for the service water pump structure Sheet 6 7/8/80 - - - - - ~ - - - - - -

MIDLAND UNITS 1 AND 2 1 , MASTER LIFT OF'CONMITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) [ N.' ' PART I:' COMMITMENTS FROM QUESTIONS 1 Jc/35 (Continued,) lb es ,a ,7j j .< r , Reap ' Responsible DOM l /: f. Item , Description Page Rev _Org Engineer Date Status Status Damarks s i < r. \\. 13-4A If significant change of four.d tion CE 791231 1 fuperseded by Items 13-16 g- ' properties' of the auxiliary bailding i through 13-20 t ,,a. result, conduct a seismic rear.elysis; 1 I 53-03 ') Revies structural design and Seismic s CE 791231 1 ' Superseded by Items 13-16 <^ Category /I equipment, pipingi:and i through 13-23 electrical systems and incorporate the seismic response of the f reanalysis '9 ~,[ for the< auxiliary building \\\\ r <- 13-5 Underground utilities - Investigate J 791231 1 Superseded by Item 13-21 / / tbe change in differential displace- } \\,; men % separately. for buildings. founded s' on fill pending' results of seipsic ' ,/ (/. + / } l\\ recoslysis ,e s s s 13-6 '" Conda t a seismic reanalysis for the 13-2 O' CE C. Chuang_. 801015 # 4' 5 (13-1) diesel generator building /- i ~ J 13-7 Review structural design for seismic 13-2 0 CE 801C31 4 /..[ f j* (13-1) response from Item 13-6 4 4 13-8 Review Seismic Category I equipment 'for 13-2 0 CE B. McConnel 801231 4 i i i' (13-2) seismic response from Item 13-6 13'-9 ~ R view piping system for seismic response 13-2 0 PD A. Patel 4 ~ (13-2) from Item 13-6 13-10 Review electrical system for seismic 13-2 0 CE B. McConnel 801231 4 (13-2) response from Item 13-6 13-11 Conduct a seismic reanalysis for the 13-2 0 CE C. Chuang 801031 4 (13-3) service water pump structure 13-12 Review structural design for seismic 13-2 0 CE C00831 4 (13-3) response from Item 13-11 13-13 Review Seismic Cacegory I equipment for 13-2 0 CE B. McConnel 801231 4 (13-3) seismic response from Item 13-11 13-14 Review piping system for seismic response 13-2 0 PD 4 (13-3) from Item 13-11 13-15 Review electrical system for seismic 13-2 0 CE B. McConnel 801231 4 (13-3) response from Item 13-11 Sheet 7 7/8/80

MIDLAND UNITS 1 AND 2 MASTER LIST OF C009tITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) 'PART I: COtellTMENTS FROM QUESTIONS 1 to 35 (Continued) 0II616 Resp Responsible Due Item Description Page

Rev, Org Engineer Date Status Status Remarks

!13-16 Conduct a seismic reanalysis for the 13-3 0 CE C. Chuang 800815 4 (13-0) auxiliary buildi.ng

13-17 Review structural design for seismic 13-3 0

CE 800930 4

(13-4) response from Item 13-16

[13-18 Review Seismic Category I equipment for 13-3 0 CE B. McConnel 801231 4 -(13-4) seismic response from Item 13-16

13-19 Review piping system for seismic responsa 13-3 0

PD 4 '(13-4) from Item 13-16

13-20 Review electrical system for seismic 13-3 0

CE B. McConnel 801231 4 (13-4) response from Item 13-16 l13-21 Investigate the effect on underground 13-5 0 CE K. Lee 810131 4 i(13-5) utilities for differential building PS displacement resulting from Items 13-6, 13-11, 13-16 '12-1 Review the estimated settlement upon 14-1 5 GT 810131 4 See remarks for Item 4-8 completion of the load test program cf the BWST 14-2 Analyze flexible buildings for differ-14-2 0 CE 1 Superseded by Item 14-6 cntial settlement based on stiffness ct the time of distortion. Evaluate forces due to arching or distortion according to Question 15 10-38 Map significant cracks in auxiliary 14-3 0 CE 790630 1 building, feedwater isolation valve pita, and ring foundation for the BWSTs

14-08 Analyze buildings affected by differ-14-4 0

CE 790831 1 ential settlement for observed differ-cntial settlement plus predicted differential settlement

10-5 Prepare additional response to the NRC 14-CE 790831 2

14-68 Analyze the diesel generator building 14-2 3

CE 791231 1 for variable foundation properties by finite element model Sheet 8 7/8/80

l MIDLAND UNITS 1 AND 2 MASTER LIST OF COpetITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PART I: COfe4ITMENTS FROM QUESTIONS 1 to 35 (Continued) Resp Responsible Due 0 i I 6 i G Item Description Page Rev Org Engineer Date Status Status Remarks 14-7 Analyze the BWST foundation for variable 14-2 5 CE R. Zao 800831 3 Analysis ongoing foundation properties 10-8 Compare allowable versus calculated 14-5 5 CE 800831 3 Analysis ongoing forces and moments at critical sections for auxiliary building electrical pene-tration area and service water pump structure 15-l* Evaluate the differential settlcments 15-1 0 CE 791231 2 Rev 3 identified diesel generator building is the in accordance with provisions of ACI only affected structura, 318-71 for Seismic Category I structures this item is same as founded partially upon natural soil and Item 14-6 partially upon fill material 15-2 Expand the Midland project structural 15-2 0 CE D. Reeves 800831 3 design criteria for Seismic Categog I structures to include the differential settlement effect. 791231 5 15-3 Prepare additional response to the NRC 16-l* Perform soil borings in areas of buried 16-1 0 GT 790831 1 Deleted in Rev 5. Require-ment to perform borings is pipes in Dwg C-1146 17-1* Evaluate impact of the failure of buried 17-1 0 CE 790629 1 Deleted in Rev 2. Evalua-tion was not requested by non-Seismic Category I piping on safety-related structures, foundations, and NRC. equipment 17-2 If future profiles show any extreme 17-3 0 CE 790901 2 Superseded by Item 17-5 conditions, analyze the piping system and make necessary repairs 790629 1 17-3 Prepare additional response to the NRC 17-4 Profile the borated water lines by 17-1 2 CE 4 Tracked by Item 6-5 optical means 17-5 Analyze buried piping considering the 17-3 5 PS J. Legette 800801 3 Report on method for probable ultimate settlement. Provide analysis being reviewed unique resolution for any unacceptable stress conditions for the portion of the system Sheet 9 7/8/80

MIDLAND UNITS 1 AND 2 0 MASTER LIST OF COMMITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) !PART 1: COfellTMENTS FROM QUESTIONS 1 to 35 (Continued) !b Resp Responsible Due Description Page Rg Org Engineer Date Status Status Remarks I tm 17-G Investigate the excess rounding of Tb1 2 PS J. Legette 800001 3 Same as Item 17-5 profile data 17-2 18-1 Perform reexamination of the stresses in 18-1 0 PS J. Legette 800801 3 Same as Item 17-5 all Seismic Category I connecting piping between buildings as a normal, iteration of design. Consider stresses induced by differential settlement after con-necting pipe and anticipated future settlement 10-2 Perform final analyses to demonstrate 18-2 5 PS J. Legette 800801 3 Same as Item 17-5 the margin of acceptability for addi-tional differential settlement beyond that expected for the life of the plant 18-3 Design piping connecting from the diesel 18-2 5 PS J..Legette 800801 3 Dependent on 17-5 generator building to the pedestals which will accommodate the expected future settlement 1*.s-1 Profile pipes in the vicinity of diesel 19-1 0 PS J. Legette 800801 3 Dependent on 17-5 generator building after removal of preload and evaluate as described in the Response to Question 17 19-2 Take additional gap measurements between 19-2 0 CE 2 Closed by Rev 5 embedded sleeves and pipes when surcharge is removed. Coordinate this information with the profile data 19-3e. Perform a complete evaluation of safety-19-3 0 PS J. Legette 800801 3 Dependent on Item 18-1 related piping after completion of the .preload program 21-1 Analytically check the Seismic category 20-1 5 PS J. Legette 800801 3 Dependent on Item 18-1 .-I systems affected by settlement for pump and nozzle loadings and verify that they are within specified or vendor-accepted limits 20-2 . Verify piping support loads for systems. 20-1 5 PS J. Legette 800801 3 Dependent on Ites 18-1 subjected to settlement-induced loads 800801 3 20-3' Prepare additional response to the'NRC Sheet 10 7/8/80

i MIDLAND UNITS 1 AND 2 MASTER LIST OF COfellTMENTS TO NRC ON 10 CFR 50.54g f) RESPONSES (Continusd) PART I: COfmlTMENTS FROM QUESTIONS 1 to 35 (Continued) 011616 Resp Responsible Due Ites Description Page M Org Engineer Date Status Status Remarks 22-4 Evaluate active valves affected by 20-1 5 PS J. Legette 800801 3 Dependent on Item 18-1 settlement for imposed loads and reactions; compare to the allowable for operability 21-0 No Action Item 22-0 No Action Item 23-l* Consultant reports other than Dames & I-8, 4 PE 790518 1 Moore were considered in accordance with 23-7 the guidelines provided in NRC Regula-tory Guide 1.70, Revision 2. Consul-tant reports were not attached to the FSAR, but portions of consultant reports were extracted and incorporated into the FSAR text itself. Those portions incorporated into the FSAR become commitments. Therefore, disposition of recommendations in consulting reports has been adequately accounted for in the preparation of the FSAR. Verification that those portions of consultant reports determined to be commitments and incorporated into the FSAR have been adequately reflected in project design documents is being accomplished via the FSAR rereview program described in the response to Question 23. Part 2. 4 The two Bechtel QA audit findings j reported in our April 24, 1979, re-sponse (Paragraph D.1, Page I-8) have been closed. 9 Sheet 11 s 6/16/80 d

a I x 1 . f l l MIDLAND UNITS 1 AND 2 l 3 L MASTER LIST OF COttilTMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) l l.PART I C00061TMENTS FROM QUESTIONS 1 to 35 (Continued) Resp Responsible Duk ! ! b ! 0 ( l Ites Description Page MM Engineer Date Status Status Remarks ) 23-2e' on April 3,,1979, Midland project 23-8, 4 PE 790312 1 engineering group supervisors in all 23-24 T ) disciplines were reinstructed that the ) j .only procedurally correct methods of implementing specification changes are ( through the use of specification j i revisions or specification change notices. This was followed by an interoffice memorandum from the project k engineer to all engineering group j supervisors on April 12, 1979. 23-3* Engineering Department Project Instruc-I-8, 4 PE 1 tion 4.49.1 was revised in Revision 2 23-9, to state, "Under no circumstances will 23-24 1 i interoffice memoranda, memoranda, ) telemes, TWXs, etc be used to change the requirements of a specification." 23-4* A review of interoffice memoranda, memo-23-5, 4 PE 1 randa, telexes. TWXs, and other corres-23-9 pondence relating to specifications for construction and selected procurements of Q-listed items will be initiated. The purpose of the review will be to identify any clarifications which might reasonably have been interpreted as modifying a specification requirement and for which the specification itself was not formally changed. An evaluation will be made to determine the effect on the technical acceptability, safety implications of the potential specifica-tion modification, and any work that has been or may be affected. If it is determined that the interpretation may have affected any completed work or future work, a formal change will be issued and remedial. action necessary for product quality will be taken in accordance wath approved procedures. i The foregoing procedure will be followed for all specifications applying to construction of Q-listed items. ) k ~ Sheet 12 6/16/80 w

MIDLAND UNITS 1 AND 2 MASTER LIST OF COpett1MENTS TO NRC ON 1C CFR 50.54(f) RESPONSES (Continued) PART I: Cosm1TME'ITS FROM QUESTIONS 1 to 35 (Continued) Resp Responsible DQ4 l 6 l 6 Ites Description Page

Rev, Org Engineer Date Status Status Remarks For specifications concerning the procurement of Q-listed items, the fore-going procedure will be implemented on a random sampling basis. The sample size has been established and the specifi-cation selection has been made.

(21) Review and acceptance criteria for the specifications will be defined by March 14, 1980. (47) The review of construction and selected procurement specifications is scheduled to be completed by October 1980. If the acceptance criteria are not met, the review will be espanded to include other specifications for Q-listed items. At that time, a revised completion date will be established. 23-58 A study was completed which examined 23-11 5 800131 1 current proce.dures and practices for the preparation and control of the FSAR in view of these esperiences. Pro-cedural changes will be initiated by the revision of or addition to the engineering department procedures. This action is scheduled to be completed by January 31, 1980. 23-68 An interoffice memorandum dated April 12, 23-13 4 GT 790312 1 1979, was issued by geotechnical services. to alert personnel of the need to revise or annotate calculations to reflect current design status. 23-78 Field Instruction FIC 1.100, Q-listed I-ll, FE 1 Soils Placement Job Responsibilities 23-18, Matrix, has been prepared and estab-23-20, lishes responsibilities for performing 23-30 soils placement and compaction. 23-7A Review Field Procedure FPG 3.000 to I-11 FE 2 ensure clarity and completeness Sheet 13 6/16/80

MIDLAND UNITS 1 AND 2 MASTER LIST OF CosetITMENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PART I: COeSil*DIENTS FROM QUESTIONS 1 to 35 (Continued) Resp Responsible Due0 l I G 1 G Ites Description Page Ry Org Engineer Date Status Status Remarks 23-82 construction specifications, instruc-I-11, 5 FE 1 tions, and procedures were reviewed 23-18 to identify any other equipment requiring qualification which had not yet been qualified. No such equipment was identified. 23-32 A dimensional tolerance study was com-I-8 4 PE 1 pleted using the reactor building spray pump and ancillary system as the study mechanism. 23-10* Engineering reviewed specifications not I-8 1 previously reviewed for the specificity or tolerance studies. 23-11*. A specific review of the FSAR and speci-I-8 1 fication requirements for the qualifi-cation of electrical and mechanical com-ponents has been made as part of the corrective action relating to CPCo's 50.55(e) report on component qualifi-cation. 23-12* Quality assurance will schedule yearly I-8 1 audits of the design calculational pro-cess for techniques and actual analysis in each of the design disciplines. 23-138 Audits of ITT Grinnell hanger design and I-8 QA 1 CPCo relay setting calculation have been conducted. 23-14* Bechtel project engineering will review I-7 1 design drawings for cases where ducts penetrate vertically through foundations. The possibility of the duct being en-larged over the design requirements and the effect this enlargement may have upon the structure's behavior will be evaluated by June 1, 1979. Proper remedial measures will be taken if the investiga-tion shows potential problems. 1 Sheet 14 6/16/80

= MIDLAND UNITS 1 AND 2 MASTER LIST OF COpetITMENTS TC NRC ON 10 CFR 50.54(f) RESPONSES (Continued) PART I: COM41THENTS FROM QUESTIONS 1 to 35 (Continued) 0iI6iG Resp Responsible Due Item Descretion Page Rev, y Engineer Date Status Status Remarks 23-150 An in-depth audit of U.S. Testing opera-I-18 QA 1 tions, covering testing and implementa-t tion of its QA program, will be con-ducted in late April or early May 1979, by Bechtel project QA and engineering. 23-162 An in-depth training session will be I-22 4 QA 791130 1 given to Midland QA engineers covering the settlement problem and methods to identify similar conditions in the future. 23-178 An in-depth training session will be I-22 4 QA 800229 1 given to all CPCo and Bechtel QA engi-neers and auditors to increase their awareness of the settlement problem and discuss auditing and monitoring tech-niques to increase audit effectiveness. 23-100 An in-depth review of the Bect.tel trend I-22 4 QA 1 program data will be undertaken by Bechtel QA management to assure the identification of any other similar areas that were not analyzed in suffi-cient depth in the past reviews. 23-100 Quality control instructions will be I-18 4 QC 1 evaluated to ensure that the documen-tation characteristics which are to be i inspected (i.e., surveillance and review callouts) are clearly specified. 23-19A This action modified to include neces-I-18 QC 800901 4 To be completed when sary revision to QCIs resulting from 23.41 is completed evaluation of surveillance and review callouts 23-230 Field Instruction 1.100 will be supple-23-18 5 FE 791204 3 Awaiting equipment qualifi-mented by establishing requirements for cation report from geotech-demonstrating equipment capability, nical services based on CPCo NCR including responsibility for equipment approval, and providing records identi-fying this capability. Sheet 15 6/16/80

MIDLAND UNITS 1 AND 2 MASTER LIST OF COpetITNENTS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) ,PART I: CosetITNENTS FROM QUESTIONS 1 to 35 (Continued) Resp Responsible Due 0II6I6 I tes. Description Page Rev Org Engineer Date Status Status Remarks 23-210 See Item 23-4 5 FE 800314 1 ,23-223 Guidelines for surveillance of testing 23-27 5 GT 791130 1 operations will be developed and included in field instructions for the onsite soils engineer. Engineering /geotechnical services will develop the guidelines by Movember 30, 1979. 23-232 Engineering will revise Engineering 23-7, 5 PE 791130 1 Department Procedure 4.22 by December 1, 23-46 1979, to clarify that engineering person-nel preparing the FSAR will follow the requirements of Regulatory Guide 1.70, Revision 2, Standard Format and Content of Safety Analysis Reports for Nuclear Power Plants (September 1975). Speci-fically, Regulatory Guide 1.70 (Pages iv and v of the Introduction) requires that such consultant reports only be refer-enced with the applicable commitments and supporting information included in the text (third paragraph, Page v). Such a requirement would preclude repe-tition of this circumstance. 23-242 To preclude any future inconsistencies 23-11 5 PE 791130 1 between the FSAR and specifications, Engineering Department Project Instruc-tion 4.1.1 will be revised to state that all specification changes, rather than just " major changes," will be reviewed for consistency with the FSAR. 23-250 Quality assurance will issue a Nuclear 23-18 QA 800715 3 Awaiting issuance of NQAM Quality Assurance Manual amendment to 800902 procedures needed for the clarify the requirement that procedures CPCo/Bechtel QA integra-include measures for qualifying equip-tion ment under specified conditions. 23-263 In view of Item 6, geotechaical 23-13 5 GT 800328 1 services will revise Procedure FP-6437 by December 31, 1979, to require that calculations be annotated to reflect cur-rent design status. Shmt 16 6/16/80

= i CIDLAND UNITS 1 AND 2 l 8 TASTER LIST OF COfellTeth.NTS TO NkC ON 10 CFR 50.54(f) RESPONSES (Centinued) PART I: COfetIT1 TENTS FROft QUESTIONS 1 to 35 (Continued) Resp Responsible Due 0iI6iG Ites Description Page M3 Engineer Date Status Status Remarks 23-27* Engineering Department Procedure 4.37 23-13 5 QA 791227 1 will also be revised by December 31, 1979, to require that calculations be annotated to reflect current design status. 23-28* Civil / Structural Design Criteria 7220-23-15 5 CE D. Reeves 800831 3 C-501 will be modified to contain the i requirements that a duct bank penetra-taon shall be designed to eliminate the possibility of the nonspecific size duct interacting with the structures. 23-29* The civil standard detail drawings will 23-15 5 CE 791231 1 Shown on civil Dwg C-14: be revased to include a detail showing horizontal and vertical clearance re-quirements for duct bank penetrations. The detail will address any mud mat re-l stractions. 23-30* Engineering will clarify specifications 23-18 5 CE/FE 800912 4 Dependant on compaction (39) and construction will prepare procedures report and MQMt (governing the soils compaction equip-l ment) to implement the requirements of the nuclear Quality Assurance planual as stated in Item 25 23-31* Design documents, instructions, and pro-I-11, 5 PE 801024 4 cedures for those activities requiring 23-20, inprocess controls will be reviewed to 23-30 assess the adequacy of existing proce-dural controls and technical direction. Er.gineering review is scheduled for l completion by October 24, 1980. 23-32* Cuidelines for surveillance of testing 23-27 5 FE 800229 1 operatsons will be developed and included in faeld anstructions for the onsite soils engineer. Engineering /geotechni-cal servaces will develop the guidelines by November 30, 1979, and field engi-neering will prepare the instructions by February 29, 1980. Shut 17 l 6/16/80 l l

.- ~ ~ .~ --. l l I CIDI.Asso utstTS 1 AND 2 l IRASTER LIST OF CCeSt1TptENTS 70 IIRC Ott 10 CFR 50.54(f) RESPOslSES (Continued) l PARTI: CosetITIEnfTS FROft QUESTIOess 1 to 35 (Continued) Resp Responsible Due 0iIGIG l l Item Deseraction Page M _0_rg Engineer Date Status Status Remarks l l 23-333 The qualaty assurance audit and moni-23-35 5 QA 800912 4 Action completed escept toring program will be revised to empha-develeping audit training size and increase attention to the need program for evaluatang policy and procedural adequacy and assessment of product qual-ity. A specialized audit training pro-gram will be developed and implemented to ensure guidance for this revised approach. 23-342 control Document SF/ PSP G-6.1 will be I-20, 5 QC 800915 3 SF/ PSP G-6.1 has been revased to provide requirements for 23-22, submitted for publication inspection planning specificity and 23-24 for the utilization of scientific samp-ling rather than percentage sampling. l 23-353 Control Document SF/ PSP G-3.2. 23-33 5 QC 800815 3 l control of stanconforming Items, is being revised to improve the -definition of implementing require-l ments for identifying repetitive non-conforsang conditions. 23-342 Control Document QADP C-101, Project 23-33 5 QA 800124 1 Quality Assurance Trend Analysis, is heang revised to improve the defini-tion of implementing requirements for identifying repetitive nonconforming condataens. 23-373 Consistent with the intent of Items 23-33 5 QA 801231 4 23-35 and 23-36, QA will review noncon-formance reports which were open as of alovember 13, 1979, or became open prior to implementation of the aaproved Project Quality Assurance Trend Analysis program as stated in Item 36, 23-342 A study was completed by October 31, 23-11 5 LS 791130 1 1979, to esamane current procedures and practices for the preparation and control of the FSAR in view of these espertences. Procedural changes wall be anitiated by the revision of or addition to the engineering department proceesres. Sheet 18 6/16/80 1 ~

8 O MIDLAND UNITS 1 AND 2 PASTER LIST OF C00GEIT9tEbrTS TO NkC 005 10 CFR 50.54(f) RESPONSES (Continued) PART I: COest121eEtrTS Frost QUEST 100tS 1 to 35 (Continued) Resp Responsible Due Qll6l$ Item Description Paoe Rev 3 Eneineer Date Status status Remarks 23-39* Engineering will clarify specifications 23-18 5 FE 801017 4 (30) and construction will prepare procedures (governing the soils compaction equip-osat) to suplement the requirements of the Isuclear Quality Asskrance Manum 1 as stated in Item 25. 23-40* Design documents, instructions, and pro-I-11, 4 FE.QC 801128 4 Project engineering to provide list of design (31) cedures for those activities requiring 23-20, documents to FE and QC to improcess controls will be reviewed to 23-30 start this ites assess the adequacy of esisting proce-dural controls and technical direction. Engineering review is scheduled for com-plation by October 24, 1980, and field engineering and quality control review as scheduled for completion by asovember 28, 1980. 801115 4 See Item 23-34 I-18, 5 QC 23-41* QCIs in use will be reviewed to ascer-tain that provisions have been included 23-22, consistent wath the revised control docu-23-25 ment, SF/ PSP G-6.1, Quality control Inspection Plans. 23-42* Design documents, instructions, and pro-I-11, 4 PE, 810123 4 (31) cedures for those activities requiring 23-22, FE,QC 23-30 (40) taprocess controls will be reviewed to assess the -77 of esisting pro-cabaral controls and technical direction. Engineering review is scheduled for completion by October 24, 1980,.and field engineering and quality control review is scheduled for completion by 380vember 28, 1980. Any revisions required will te completed by January 23, 1981. 810115 4 23-43* The ampact of item 41 on com-23-22, 4 QC plated work will be evaluated, and appro-23-25 priate actions will be hkan as maca= = uy. 23-44* TSAR sections are being rereviewed as 23-7, 4 PE 800931 4 discussed in the Response to Question 21, 23-11 Part 2. Sheet 19 6/15/80 0

CIDLAND UNITS 1 A30 2 alASTER LIST OF COfetITME30TS TO NRC ON 10 CFR 50.54(f) RESPOWSES (Continued) PART 1: COIStITTENTS FROM QUESTIONS 1 to 35 (Continued) Status l l 6 i G Resp Responsible Due 0 5tatus Remarks Item Description Page Mh Engineer Date 23-44A The audit committed to in our response 4 QA 800901 4 to Question 1, Part b and described in Part 2 Section 5.0 will be conducted once during the FSAR rareview (com-mencing March 17, 1980) and again after completion of the retevaew (com-mencing September 1, 1980). 23-458 U.S. Testing will be required to demon-I-18, 5 CE 801001 2 Report submitted to QA strate to the cognizant engineering zep-23-27, resentative that testing procedures, 23-31 equipment, and personnel used for quality verifacation testing (for other than NDE and soils) were, and are, capable of providing accurate test results in accorhare with the requirements of applicable design documents. 23-46* A sampling of U.S. Testir.g's test reports 23-28, 5 CE 801001 2 Report submitted to QA (for other than ICE and soils) will 23-31 be reviewed by the cognizant engineering representative to awertain that results evidence conformance to testing require-meets and design document limits. 23-47* See Ites 23-4 23-9, 4 P:: 801031 4 23-25 23-488 CPCo will implement overinspection for I-11, 4 CPCo-NA 2 8" Ongoing activity soils placement, utilizing a specific I-16 QA overinspection plan. 23-49* CPCo will perform overinspection of the I-17 4 CPCo-NA 2 '" Ongoing activity U.S. Testing soils testing activities QA and reports, utill:.ing a specific over-e inspection plan. 23-50* CPCo project management and QA review I-19 4 CPCo-NA 2 "bagoing activity field procedures (new and revised) and QA, CPCo QA reviews QCIs (new and revised) CPCo-in line with Bechtel before release. PMO Sheet 20 6/16/80

i i CIDLAND UNITS 1 AND 2 i MASTER LIST OF C005tITMDITS TO NRC ON 10 CFR 50.54(f) RESPONSES (Continued) t PART I: CCest1TMENTS FROM QUESTIONS 1 to 35 (Continued) 01161G i Resp Responsible Due l Item Description Page g3 Engineer Date Status Status Remarks 23-51* In 1978, CPCo implemented an overin-I-19 4 CPCo-NA 2 '" Ongoing activity spection plan to independently verify QA l the adequacy of construction and the Bechtel anspection process, with the esceptaon of civil activities. Rein-l forcing steel and embeds were covered in the overinspection. 23-52* CPCo reviews onsite subcontractor QA I-19 4 CPCo-NA 2 '" Ongoing activity manuals and covers t1eir iork in the GA audit process. 23-53* An ongoing effort as improving the "sur-I-19 4 QC NA 2 See Item 23-19A l veillance" mode called for in the QCIs i by causing more specific accountability j as to what characteristics are inspected l on what specific hardware and in some cases changing " surveillance" to l " Inspection." l 24-1 Determane final number of observation 24-21 5 GT 811031 4 Ongoing activity wells 1 24-2 Develop frequency for monitoring the 24-21 5 GT 810131 4 Ongoing activity I observattom wells 24-3 Develop system and schedule for moni-24-22 5 GT 810131 4 Ongoing activity toring sand removal 24-4 Evaluate results of temporary dewatering 24-8 5 CT 801031 4 Ongoing activity system to verify design bases 25-1 Revise seismic analysis for diesel 25-3 5 CE 2 Tracked by Item 13-6 generator bus 1 dang using the soil properties determined by the recent anvestigation and any foundation modi-facations 25-2 Revise seisate analysis for auxiliary 25-3 5 CE 2 Tracked by Item 13-16 building using the soil properties deter-mined by the recent investigation and any foundation modifications l >heet 21 6/16/80

r I l OIDUWO tRIITS 1 ABO 2 EthSTER LIST OF COISEITBerTS TO IIRC 001 10 CFR 50.54(f) RESPCstSES (Continued) PART I: COISII13mfrS FR0ft QUESTIObis 1 to 35 (Continued) Resp Besponsible Due 0II616 Item Description Page M3 Engineer Date Status Status Bemarks l 25-3 mevase seimmac analysis for service water 25-5 5 CE 2 Tracked by Itan 13-11 pump structure using soil properties determined by the recent investigation and any foundation modification 26-1 Analyze the ef fect of differential 26-2 5 CE 800930 4 i settlement of the diecel generator buald-ing in accordance with ACI 349 as sulple-( amated by Bogslatory Guide 1.142 26-2 Incorporate in the saidland project 26-1 5 CE 2 Tracked by Item 15-2 standard design criteria the effect of differentaal settlement of structures which are founded partially or totally en fill 27-1 Prokahat final piping comaection to the Fig 5 FD 800731 4 diesel gamerator building before 27-9 12/31/01 28-0 ano Action Item 29-0 IIe Acties Item 34-0 ato Action Item l 31-1 Perform full-scale load test by filling 31-2 5 GT 801130 2 Tracked by Itan 4-4 the absET with water CE 32-0 Ito Action Item 33-1 Fall the diesel fuel oil hake with oil 33-2 5 CE 800829 4 Will be accomplished just prior to preoperational testing prior to preoperational testing 34-0 300 Action Item 35-0 No Action Item Sheet 22 6/16/80 0

l l l CIDuusD talITS 1 AND 2 i l RhSTER LIST OF COestITMDfTS TO alRC Oss 10 CFR 50.54(f) RESPOtiSES (Continued) l PART II: COOSIIT3tDfTS FBCet SU?PIRE3ffARY QUESTIOsiS Resp Responsible Due Item Description Ref M Org Engineer Date St k N O l O Status Remarks 5-1 Advase Bechtel to commence dewatering A Caco 4 After favorable SER [ and underptaming activities 5-2 Develop settlement time rate criterie A GT 810331 4 for all seimmac Category I structures 5-3 stonator concrete cracks for service water B CE 801031 4 Due date is for incorpora-pump structure and ausiliary building ting requirement into drae#- electracal penetration areas and the ing feedwater isolation valve pits before and after installation of piles and caissons 5-4 seonitor concrete cracks in the BefST B CE 800630 3 Due date is for incor-valve pits and repair any observed crack porating requirement into

== w ing the ACE code limits drawing 5-5 Groot the local gaps between diesel a CE 800437 2 Grouting requirement in l enmarator building footing and med met Dwg C-1147 5-6 Continue involvement of CPCo/Bechtel B 5 consultants for reviewing remedial actices 5-7 senaator servace water pump structure a CT 5 and pile dasplacement during jacking CE C. Chuang operation to verify pile dynamic stiff-mess used in seismic analysis 5-4 Emwelope pile stiffness for the seismic 3 CE C. Phnaary 2 Completed seismic model. analysis of service water pump structure See Item 13-11. 5-9 Check the limited clearance between the B PD 800731 3 service water pipe at the building CE i penetratsom '"Sechtel verification of this item is not required 1 l i l l l l Shut 23 7/8/80

's O O O C O O O O O O O O O O O O O O O O v a e]? %i r .c -.'I f w e ) }4 .t i .I ts'4 k

1. . j l

l. J d l 4I 2 5 g 1 4*jl s l s 4 v'J. r = g a 4 I l lU l $5 5 Ns 5 1 .] =2 .f ll'

• ' )j 2 f

I S i.$ d O '- l 6* 3 1 s i w ,i 4 i

i. /

'l g,. j !4 "7y a.- s h$ )bi) { i A4 l. A ) -h2-y ? ? l 1

4 4 '{

I N 38 i 4.2 * ;s 1 a a a. .t t s, w e .e s, ,a = b~1. 3 ? 1 8 8

• l
• r.33=w J

? s x.4 .e

=:

t ll c' g a E. y %e 4 .l. 3 i i 3 g 34 2 3 4.} -4 w 3 t a I: 3 4.2 ! 9; 3. E R {5 3 3 et-N 'i l 7 j ( 3 3-a 1

v..

..g l 1 at o:.,., o m 32 5 9 g. .g-

II<-

e O e E :.: 5 2 1 2 3. 8_

• ..,. JiL.!

.e, e, e ,e e e e e e,o e e, e e 4

o i-B19 TAB 9 58115 1 809 2 2 StSTES 1857 et CCeelTBERTS 70 DDC Op 19 Cf B St.Self) BEStep515 e sees aesponsible see s

Jasa, ReaC81411SS FESS. 322.$55

.I891999E Jets. 116138 31&lES.3988115 8 t-t postere e fleet moetes ese eedste of 1-3 ts eastet 1 at 2f tsas coomiteest tiet f 4 1-2 seetes sectsene of so, tsas seteressed to 1-e is esotop 4 sas t :-W 3, De Snectlee i 32 9-3 Seelee SDF e.22 1-e SE 190429 9 3S t-e Suett acties Steen 1-3 1-e 34 G M 79ters FY 37 WM a e. .eelee.eecit1.eti - o est Socio.a. se t.e ,-S eeoctficity stedy lottlelly E-J et S-S complete see$es of the Deses and Beece I-S CT 199429 1 4e eS seper t 1-1 Ceeplete soetes of portteest postlene cf 3-5 CT.CE 799429 1 l et 89 F3as Sectises 2.5 eed 3.0 I-6 CT 191101 1 $7 Ce.esect se..ttlement celeete ttese med 1-8 S3 1e.

• 9-9 Setodele endito of the oestech secttees 3-1 et 790Se e 1

l 56 l ?? ee a S-ooeth beelo 1-98 Settee erosinee fes ecostble ef fect of 3-7 CE 790196 1 se 61 vestf eel eset best reetslettoes 1-11 Coop 8ete octlees Se ressesse to 9tTCL 1-1/8 DE 199510 1 se ES esett 1-12 Seelse EEP e-09 to Secerporate clartit-3-e et 190504 1 6e 69 e, cettese end leatrectione for ese of SCB

• . 1-13 Schedete medito of eech destee diect-1-e/9 On 79e544 6

12 13 plSee calcolettees em e seetly heele 1-te Seeeeleete coeotrectlee etelpeest seet 3-19 It t l 16 11 for compactles 7 ,-,1 190,. 9 1 ,.., t. e 9 e., .e .e..e., IS. etn... en. -3,. i to ee..t es.ectlee 1-96 Septee eeestractlee specifice ttees and I-st TE 79e629 1 S ee, e.1-P j 84 SS esecedores to Soeotif y eestroest 86 seesttime soetificettee Sheet t 93 g/te/et 14 O m m m

_ _~ eleL400 teITS 1 See 2 to messe RIST et CoestforetS 19 etc es le CFe SS.Self t etSteeSES GCentleseel te sese seeeeestele see se _Iten. Reassae&&se teen. Be3 _9se _ Besisest_. Dele. 11eine 31stes.BesetAs 22 tah Destes Stele precedese FPC-3.te to essere 3-11 p ft 19eS39 1 l 99 closter med coeoleteeems I to 1-18 Deelse 90C3 C-9.e3 to proelde 3eepectlee 3-16 9C 090001 1 93 settet thee eervettleece and to recote 9e Seesectless 95 i a,s ,1s 1-10 Ceeplete 1e-eeeth ;** tee of sett test 3-97 e-ST 79edM 1 Se reestto 99 re, 9-38 pestese so-deett medSt of 8.S. Testles I-te Ge 190e@6-1 162 29 21 c= teS - 9->tt.co.ee ein active.C.. fe. eer-inence 1

-9.

.C .eli.et. m eess 9 ma e,

o. so

• 1. p 2. - p F rie seesf r de-eeees **-4-a.e.

,d" ese et see e1 JJ Ju s 1 g tc9 7 ree g sas &1-8f 112 t-33 Seeteete desseestetSee colleets es gCle I-te GC 199438"

1. 3, g

9-39 Secoteorete ecleottile sonettee piese for 3-24 OC 79 tete e sie SeeseetS** 115 def = 9-Pe Caeolete Se-depte testeo of the secatel 3-22 Se 199W 1 S ee tseed protese t99 1-3S Ceeduct to trelotte 1-22 Se 190441 1 122 3,e sie es.reew t rs *f D-te Clostig S6e Deeposee to Geesttee 362.12 3-1 0 ES 198599 1 121 se F$es testates 10 1 24 e-t* Seestee estteste f ot perstestble resideal e-1 3 CT 791239 9 13e settleseet CE 131 4-3* Peeelde Setette of tseeeeeet of Seeee~ e-2 e ET 199031 1 Cleoed by See 3 13e essee CE 13S 4-3 fone openetc medeler mesesseeeets noea 4-3 3 ST 79 sell 1 13e Gomoset of seeleeds for 48esel geoesster 1 39 boeletoe and etter bettesmos see ~ e-3 3 CE 79 tt p e 1 pertjet seestrement of 1e3 6-4 See dote of Stee e-3 to eseloete the 3*ees 13-#, 13 #. 13-W tee eeteolc seesesse of the otractates 6 si pg o I

• • • I '** # ** **

4 A 14 Ite.e e-1.ee e-4 l L l 'o Sheet 2 13 ( e/16/te 14 j l e e 9

e elettee selvS 1 See 3 sg MStB SISt et C9esttesets te est es te Cfe St.Sett3 alspeests treetts-=4 3 to ' *' seee sessoasable ese at- , Eeme harm ge gias fees. Bar.Ese 3esteest . Eels. Ste nes _ Stense.neesska as ^, (**# * * * * '

• a 3 *d",> p 1s,t

,~ y,L D'8 t

e-e seest e one me sesente ceteeers I ese-e-e S si settne e eg ti -ie.t-see eose e c. I .-t .eente seee te. eeseeiei se t test e-, 3 .t 1,33 te. ~ seen ese seelece as coesectee tatt t?s Jd'e d s a,e.-. s y be f**g we y ,.m 4;p o. s.w y eJa.e ded a o-e es13 ese sest etea==tes ee eerre e-3 3 et seitse e sesn-esete teet es essee seco set. eses c e-e tsat ese eteses feet oss toen esta estee e-2 e et

1. s (3**e4 ne s ee s te3 tre

e. eessere e sean-scese eest es one so?

smee4.eseo eens 3-s enestos the settfeeeet et one essectwes 5-1 e et e emessee octaetts, seeesre-tes settet e ee seesectos to peeseeas eersee meste to ses c-toe, t?e Sne safe et see steet eo preesee e seec c-76 179 t12 eoceed et ossf erseoce e-1 cemets.c4 ese es ta en. n.....a e.t.: e. a s-1 e at si te.ca.4 n, st.o e-v sw to este e Sett-scolo teet of the tenede. CE 311 110 tSee sette g see ,, 0-0 T C -- C / eeneess ves w=48s-a/4/As-w4 n e = ,.6-s 4 -4. - =- A s =r-e-s e esses See esesse e eseee to ese sett e-o e e

• seeeeeeeed se on. 9 to?

emett mest of ete eettlement too tetoe SSE to? ptere eeter ete test Sese 6-Ff Bootente t*e Base teet seeest of one 6-2 e Et p& Clemed Dr Deseemse to 99e etemet feet ett seen eed eteelee esottee gees t s ee 3 3, se e S 191 193 seetectsee seemosee 9 8 eeeelsod 6-d DeeStee the eletoe bete.oo ete pest eed 6-1 9 Et etete ? = 195 set the seatsteer testesse Sd8 eseSeete the settleseet f ece Itse Sg 8 6-1 1 ts e 35% oceesenate etet the erecedese desceshed 2te 241 Se Omeet3ee 17 64) someo. ett emeestesse esteesen se ese s-1 s st si teocaea ne sees e-p y see test Sese esos med seelece et et 2t* eettob3e conoecoed allt 294 e-N emessee See -ses. ente cetesees : pi treened er ste e-r 4 see ese-s-2 s et in eenset. se .e. t.. e I Sheet 3 93 e / ts/pe to e

==. e emmmum __.i 7 m <v.- w-ww.-g -e.

~ ~ 33etas,feITS S See 2 16 Beste 1891 et Coesttetets te eeC es to Cte 5..S.883 9858005E5 8C tt. 43 se e... e e .lbl. E 2t .I t.m - lostrastate teet. Det.5se _.Besseest .teis-states Isetes tesett. 22 9 4.e.l 3 e-t.g. tSt. S-2 3 CT ?- "2^

^

^ -0, t u e t., .t b. 4 g,g w....,,.a , 2 9 3 e- ,. 3. t 2 sr.-( g,g t*;y,..,..ye.*-s__ 3-1 e, . c t i.., t . t .t. 2 ,C is slu 29. .ete, ..ti.., e.. n. 4 g./.e.4 f.U / M Jw >e x. 4 1 f - a d r-i ~ 2-2 2n <T$4 J L _, M LC--.; .a I s LfJa 4 zL. r-s 21 >s. e.a.e.e :===-== -== - a_ s.t.sns.s.. s.. e-2 e Cr eee n. xs an. :.. ~.--*- <* * '.-- 2 n -.... n t te. ne. as...s g s. ey c....e,

• • 4 e-t

.c .. t. ..c. 2n S. estes e..in.... w .a 23e e.: ut. e ..t. 4..t.: e-2 e er e.e..e u.st, e.e...- n u.. . ee-.,e,u.. e t t t. i. e C-,., an Se.c C-76 2 35 e tr. cts s e-3 S..S e ettySt. it.el.efre-e-2 e C7C. Op.. 2 30 e e3.f.t.ft.s 1 3 e.f.e.e.tl e.4 t.3 2.n tt. 41. 1 s s.t.: .t.t 20 u-. C ei.t.....ein ..u.e i. t n-t

n. u 1

Ca . t 2 .4403..t 43 t f 1 33 t..t.r.. 29 st-2 C elet. thr 44998 3 bort.o. S. th. 12-1 e C1 yy.g sp 5 cl e by e t 24 .. 838.sy D.8145.e e tr.1 t. .s 29 Jr C l.t. 1.b T 6I e ee '2 f. 68 8 9 252 q/IQ2-3l

e..e e ele 12.-3 f.e.

31. s

..es-n., ....t 25 r o d t. Set l 9 -* 12-. d L er 84. o sti.e 81 c dtt2 f.e 161 e CE 19eS35 A& Ct ebye. 1 259 I Set Sc C. tee.es 3 4333 3.. 12-1 29e l 97-5 er

e. es t5 0 sf 44 t.3 St.

e T&3 e CE 881231 24 1 t of 96. e ts.3 6 es.. s.o.tr.4 12-1 262 12-4 Ps 44. 4.t.13 4 e cripts .f Tb1 1 CC 79e49e AS C3 4 by Se. 2 245 et d c.er. cts .cta 1 3.t.s3 12-1 28e s.o. a a.8 ecse 2e 2e 2 di m-v ews ts..it,en.cae. c - ni t r u n s. ee.1 p.a f,'. e. d -*- -ry 2w 2n e.se n. a a=t m t

4..sia. m..e-n-

2n n it t...u.e.us H ad. asA eIe ,, e ~ -.~ ~ co. - ~- s6e.t. t3 g es.. me.

a. are-t p..=

,, e Sftt/08 Se b j 6

___..._.___.__m__ m__ e 0394400 0e175 1 SBD 2 16 SteTW S3ST W CoeGIfeteTS Te eeC es te CSD SG.Self3 955599555 (Centtoose) se 5.ee Seeeessible See 29 , 39m. Emecsatlass Inse_ tes.9ss _lesseest_. _Dete. Itales 11alse. Bases &s 22 SI-e teessee the sees betooes esteeeee 161 3 CE

• "I-Cteeee by Beet.eee 4.

21$ 8" .loosee see eloos estesses the esselee 12-9 toestSee 19, See S 274 sotes velee este ob e the seteteree to S 277 27e Se seeeeee w eets st s.ees e.e.e ne S t.o. 33-s 202 is-1 cemenet. een se e..eeirese er es. : eseee.ter messesse t..cceemt see .e4 es-2 2e 3 e 20e coer.et Sece es coopectles meos.. eseeen es retee bestesse sessee as 1,123e el sesere.e.e me St e 13-e 2e* F s 3-2..e4 S.Seese Cateeery 3 eeeeeeest esples, threeen pee # 3 -#* 298 2te .ea es.etssee t erstees t. the eseeleeee 290 8" estesse resposes. a 293 e-{Seeesseees by Ete.s 93-19 13-Se Coseect e eetoote sommelsels to oce.eet

1. 3 13 9e97 SP-tar.ses -oeas-<r 2,e e

e.e sees.ee s .t t o.e s e t...e u s. .mee-2,5 83-6 2vt3r -s ( .e seconee e.t.e - et oct.. 2,e

p..

A.os.e.tsect.r.: e see see sessene 2e* e c.t. gee r eeeeee.et, esesse. eee 2ee . sect se.: .t.o..es see .t. p ~ k e*.*, M D FN h p1 M **** I*

• gm

,' ' 13-S e If ese 38Seest eteeen of faseestfee 791218 Jr* l S.gereesee by St.es 13-se 362 throoth =e4+ #$-se 39 3 steeestSee et the easilsees belletoe See I seentt,comeset e sessese seeeettstes ~ Des ss-w 4.ose. et ect.ses e.ee, ene sesesse se 7 9,a s; pg See ceteserr a eees

t. esesse.. e set T'

esectaneet .een..e4 secoveereto 3cs the,ees,eyge,,s,.= gee,g, the e.eens ses e f 13-5 assesseeems ets:ses - seemstse 9. is 12 ss pg seeere.e.e by :9.e 19-21 311 Sta too coese se estreeemts : steenece-313 ee t e oretear see messesees e.eeese + sie en Ellt eseelse resette of esteese 4 3 95 .eee33 9e g I ( et te tS .F Y 17 4 S te SD-e V Casseet e seteese reseelp.Se f e the 13-3 3 Cf h,,/ s t, dseest es *seter bet 345ee / h~ A 2 A 7 93-7 Seet.e ettectesel desse See eeteele 13-2 e CE (8V eete 3 3 e ~ 322 seeeeeee free Itee 13-s 323 ~ eeNE# = e ... e-326 13-e me.s.e ses.eee cat.eeer a eeseeems see s 3-3 e es 327 esteetc toep.ees free Stee 93-8 f \\ . m 2 13-e Bootee esslee egetoe f.e eelmete s.ooe.ee 13-3 e 79 ( fe To be soottees oath e.2 e 3 30 free Stee 13-4 restee 331 Steet S 13' 4/tt/te to e S + e em N e ele - ge 6 e

e e eIOLSee sett$ 1 tot 2 to setTS EsST et Come21*tetS to sec es to CFe,ee.Seif 3 e35P985ES 0Caet3eese 9 te Seer seseenstese toe as .ates. hesslettee test. Det.Sts leeleses _Dete. 15eles taates Betaans 23 eau ~' in-to seeses esecesseen esotes ser eeseene 13-2 e Cr sessee e 33. seeeeeee seen stee ts-6 3 35 esbe s t e sse 13-11 Cemenet e sessese seeeenress See it. 13-2 e Cs eseesee setee some eerectere 3 se 13-12 seeses essecteeen season ses se t es se 1 s-2 e Cr seee39 e 1 32 seesseee aese aees 1s-g ses s s. 13-13 seeseo sesses Cateeer 3 ogeneseet see 13-2 o Ca sene s t e .w see essesse seeseese seen stee ts-gl su 1s-se testes eassee esotee fee eessese seeeeeee 19-2 e to e se be eestanee otta e.2 e 3Se eroe stee n-te .. es.e set St PSe 15-95 eeeeee elecesseet erstes see sessete 19-2 o Cr este39 e eeeeeeee sees stee 13-gg 3s5 ns-se Cemeert e essesse sommetrose f ee the 13-3 e Cr sese ts e see eessssees messese, sse 19-17 esetes ettertesel dooGeo fee setente 13-3 9 CE eteese e 36 2 M seeseems f een Stee 13-16 3s3 1 ts-te moetee Setente Category I eesteeest ses ts-s e CE S01239 e 34 3 SSa=et esteele seeseeen f rom Etee 13-16 367 es-se seesee ese es.estee fee sea-se.e-eo. n-> ,e e ve >v e .e est. e.2 e sie &&het gree stee 33-14 reesee 313 l 99-30 seetes electaneet opetse for eetense 13-3 e CE 00 231 e sie l S4M ressesse teen Stee 13-s4, 2 73 i 19-29 3asestSeeto ebe of feet es sedessemene t 3-5 e CE ale 139 e 31e Sehee* otSlittee fee ettfeseetsel bet 3etos 95 33, 4Seetscesset eeoettSes iese 3tese 1s-k see I i top, ts-14 nt to-9 eeeSee the cettestee settleseet seee to-1 S ET ale t S t e J

• e * * *"'*

ses eenenetsee os one same test snee.. te. t we es tne sost sei e 18-2 Smetsse 88eelble tellatees See elffee-14-2 e CE 7'I Seeermeded bySteesep see eettel settleseet beoes ee etttfeese ses et the slee of eleteettee. Eeeteete sta b Seoces See to etchlee oc eleteettee st3 eeeeestae to toestles SS >S e e I Steet e en e/lftee to O I e l

9 e SIDEAoD 908tS S See 2 14 r Se9th ESST of Cemettee.Ts Te SSC 80 to CTS St.54tf 3 SOSpeeSES GCoetteesel St I seee see .'stne see at f ~ . Enea ' zgton= Itos. 382.SES 14eIS89L _. Bess. 11 ales fletes.BeessAs 22 to-M ame esemasscent crecto se.estsers to-3 e et 19ee se 1 C3esee Dr Pee 3 217 f 394 i DetSetes. Geocentee Seelettee estos atte, 399 ese stee foseeettee fee the Delfe te-ed see3 pes testessee oefectee to es see-t o-o e et ?seelt

1. f

-6 ^

• e3 C*f'*** #; #,g, p J,.

,c,,s o -p g entsen settaeseet see one.coes e fer-e. a. ~ eettet settsoesnt stee eseescoes s, g ses l eseseeeetset settlement ~

• ' 79e4 58 8F ett F

i so-5 Peesese edestlemel reseeese to the sec to-a 3 ca 1993s1 sr casses or see s e le SW a ear== the eseeen seeerstes mennes.se eit e see ees.o.ie sesseetime eseeerties. flette eteeeet seeel e 12 i f te-T asettee See DEST fesseettee f or oorSetle to-2 s C1 D0 431 e e15 f i e se l SeemestSee esseestSee l r C so-o ceasese e:Seeense eerose c.3 coset.e 1.-s s er seeest = e,, Seeceo see seemste et cettscot sect $ese e20 See see851ees toilelee electelcel pese-e21 C testsee esse ese seessee set.e esse era strettete e33 e f SS-9) Seeteeee see 6tefessessel settlemente SS-S e CE 19:239 4 peo 3 Seestsited etesel e37 Se seeeeeeece ette seestolese of SCI eeeerstes bettelee to the e3e Ste-1S fos Selenic Cateeeer I strectosee estr ef f ected strectere, e tt teto sees se seee es 4 3e f oo.t.ein, -.ty etee esteret sett one Seesees poettet. - t e. ne Etee lef e31 to-3 Soemed the etensee peeject ettectoret 19-2 e CE setell e e 34 8 eeeten eelteele tes S*Seele Catseeer 3 e 71 stretteree to Sectees See ef fiereettet e 3e e37 mettlemoet effect. N ,e-, .e - .t.emei e - ee to m c (,,1, r-+- s o-. y e e ), e

e. -

se-ag seesees most messee. Se esees et mes)e4 to-o e et 7,ee 31 e ', n_ " r r -I.,c.w g* ese v a.ew < --- 73 Q * *-- g I D&o*e I v_.1 L__ est 11-( See8eete Seoect of too fellete of toelee 11-1 9 CE 799890 t one-senesse Co eoor, s esssee se estete-

c. t w~ e -.,

e- + - g emo oaws teleted steoctores, poemdettoes, one g ,,,ga, ge - ap % eSe 1 453 coeSomeet MM e am v s,4 e. ee m l Sheet 7 13 e/98/90 te ~ l i oe o e -_-g_..,,__.-.

. - - _. _ ~ l i ( O 939 tees eet15 1 See 3 to

e essess asse er comesteests se ese se to cre Se.Seems mese esas scootseessa te e

e .pe nee n = l _same_ mer = h= - asas. se .s s ___2.easees _.:ese. asesse sneau asemas n -e ss-a se econee eseessee enes ese eetsooo St-s e er e s.se s eeeed n, s een is-a f eSe e emmentsees, samarse ene enesee efetoe eSS ese eene eerseeney soseles 4?e e t 8s 8 eSe u es-s reesane maestsames seeeeeee to to see v+eez, 1 Tseenesnesteea-)*(' e vs-e pe esle see me etos estee assee me tv-t

es est s

setteet eenee / e42 e D-S SeeBree besle8 esotee eseelesslee the 17-3 S FS eteeet ie .45 4 poetente satteete settleseet. prowsee see esteee resetettee See met emecceptette e47 e steees seee84&ame See see ear ties et the ete e oestee Of 9 ~

e

.n D-. seeset.o.to 4.e e u ees seen.see se 13 es et peed S te de te 17-3 e73 e 10-1 Desfees emessetentSes et too esseseee So-90-9 e PS 8e09 9 ey e13 4 j eBE SeteeSe Categoey 3 comenetime pSetos e 7e i Setenes bet 3eleoe se e mesmes steestsee - . ~ e se e e4 emetes. teme34ee etseeses Seesced ete G 3pg 4Sfeeeestset settleseet ef tee coe-est emetSee etse med estSc3entes setete se2 l e settaenset ee n 6 i 99-2 Desfeen SSeet meetrose se essenetsete 1 -2 S PS setee t e ees I e See mesese e6 esteetetitSts fee edel-ee7 4 ~~ eSeest eesseseettet settleseet Devoed see east espectee Css the Ilf e of the 409 4 steet age 6 to-3 tosses paeseo emmenettee seem the eseest to-2 5 Dt seeses e ets e emmes.ter messesee too posees.se ee <= e,e

• l essa me eeeeeste too.seec e setes.

e,5 settleseet e94 4 6 9e-9 DeetSte stese se the eteteter et eleset 19-1 9 FS eteeet e See enestetes betlesee of tee seeeset of est l 9 peeSese see ese3 ente se essesthee Se Sr2 6 l ebe Semessee to 9esetSee 97 Sea S 9e-3 Sete eesttlemet ese esoseeeeeets betooea 49-2 9 CF D'g Ctened bt see 5 See 4 eeemedee e4eeees ese e5 pee e ee setsessee SST Se seeemee. Comestemte th8e 1efossettee See 9 oSch the seed 83e dele 509

• j saeet e 93 e

uteres te e P a.

• -w==-e

-v.c. -.m.- r.,,g w-

- _ _. - _ ~ _. _. _ ~ .Y esottee sorts see a se MWW S8eT of Costefetets to 50C to te CIe se.sett) 88ste8585 (Coetteeeep se

see, so eeeinte see se Aasa Dessa3essee teac; ser _9te

__Isoseers__.Sese. States statea.neoute as a so-s= seesese e emmesere eensentsee et eerets-so-s e es seeest .eV sia 8' sonetoe sessee estes comenetise er ene ses seesene sees.ee s ee i asesressesse cAce ee. sessene ceteeser ae-e' s s as seeses AV see so-a

esstees essectee no e..tseeese e.e ees,

s to eos meses. sesessee esa sesser test teer sae 8 ese ettee o orsstee e eemsee-wesetoe ses a see t s saa i l \\ i . 30-3 Soster seesee sapeest seees ses seseeme re-s s n eesees 2Y sas emetersee se emets.eeet-see.ces seeee sse I e e l zo-s peepose mesatsemes emeeeee se ene ecs seeees -ev ' _. "L*** sae i

• ae-a presseee weses e. sees ersece,e se 2 -f s

es seeeet e-4 set 8 eeesseseos ese seeseos seees see saa a seerssamme cemonee to the etteeeele fee s33 i eeeeee83fer / s3o P i 32-3 eseessemei secesse es6ee thee samme t . O f-f e' et toeste t 3 S ss eusse mese esemeessed to eccesseese esta eser pf, I spe tee essenttees seeeeees as sec soeese-s.s - 7 Ses s l SostStooeten test abEs eessteme et s?? l emenettees enomete Setesotese to be Ste emeesteesee ese Secerseested Sete ete set esse tone Dame eso estege oeflectee \\ see se seesase emetes aosesosee 3e to8se

• te sesomet h ete the FSaa eeseeseo s43 seessee Gescestee Se too seeseese set to SeestSee 29. Smet 2.

see h tes essetet 98 eseSt Steeseos se? seemstes Se ese agett Jo to79, ee-se 4 egeese Geesesseen 2.9. Onee :-93 hees s49 heee eneene eee. sse l e e sheet 9 8 543 ~ etastes I see tear Colde 9.De, eestolen 2. foesel-DI test sepeete esse est esteshoe to the se6 Fsee, not ess a gene og e eg t eet reposes sei eeee enteectee see sesoseeestee Sete the I see, i esse test it ne. m e e.etse se Semesposetoe Sete the ISat tesese s?t eeesttesees. Therefese, eseeestt3es sst et s eeseeeeee t t ees s e cea s et t l ee seeee e s

• ?3 has been meeeestete secoestee see le st3 the esoposettee of the ts ef.

sse e-e I l ~ - _.......__... _. _,

3381499 eelts 3 See 2 te . eestm 8398 et CemeI1efetS N BSC Ce se (79 St.Sett3 etSesosts (Coetteeee t se Deee gemeemettle See h . W ARIIft Itse. Be2.9se is04eest . Sele. Eletes Statse.assetta 23 2f 3S-3 se Seelt 3. 9e79, elelse8 eeesect g33.o8. e 8 SS 798322 1 eeeeeemeSoo scene seeeeelease an ett so 8 533 eserSettees sese reseetractee emme the

a. s +8T Sie eele etereesselly corsect settese et Sig SoolomeetSee epocatScotsee esenses ese S 7s tesesse ate see of meessfacetgee 533 seetetene es spec 5fIcet3es caesee 57e eetSees. f6se ese ee13eeed te se S 79 Seteeeeflee secesseems free the seeject l See emeseest ee e38 emeteeeslog osene Set essetetente se Sees 3 32.1o79.

Se3 Se 3 21-9 emeseeetSee Soporteeet Freject 3eetroc-Gaeet-6 e Pt 39ee e.co.3 see re* Seed je seesesse 2 1 8 *ee to seeto. *emees se esacometooce eate p4 eee

• l Se3 Seeeeeersee esseremen. seeeeeees.e e513
• 5~'Y

$ 5Se Setesese fase. etc to sees to cheese Ses tee seestressete of e esec3f acettee.* S9e $91 29-6 S seeSee of SotereetSee meesseeds, esee-334 00 e SE seems, tesesee. tete. ees etter coeree-3 l See / ommeeere GeBesses to esec3facettese ser gg.g f a Set enestreettee see selected procoreeeets See et 9-3Setes Stoos el33 to jettSeted. S97 ) 59e p j Sheet to 3 SLS S/se#94 LS N t eeSee 3. See 2. Eees el-5e5 tee resecte e set teettee to the See FSte. pett e of e et t e et segerte Se3 were este 3.cee setee sete the i See Esse se these oestases See b Secetteret ete the ESee teceee Sfs cemetteente. fte ere, steeesstsee Sts of seceaseeeet tene se c 48ee reporte 513 See been edeeeetely occ for to S*3 the esegerettee of the 9Se k 6

If R19tR89 95115 1 ABD 2

• i 10 l

3831f3 11$t of toegitafETE TO BBC 08 10 f

• St.Self) EfSPOBSIS (Continueda I

w Besp Bosponel le toe 20 .. 21es. serstirlism fess _ Es2.Sts _.Issiness__ _ Isis. 31als6 31alsa_assette > 22 i ', 1 e .s set g 1 The perpose of the reeles ellt be to 8/ , / ideettfr ser clottficatione ahich elebt (C2 . *j 6c3 () ressemebly base been interpre ted as see f* i h-modifflag e specificet tee regelresent StS t , f. T so4 for which the specificetten Steelf See ese not fosse 11r changed. As etelection 697 f* ' allt he sede to determine the effect SCG es the technical acceptability, eefetr s Se9 f aglicattoos of the potee ttel erecificea G it f* f ties modificettee, and 482 sort that hos 411 Leos or ser be effected. If it to l 612-deteseleed that the laterptetellog, ear II hoge effected ear completed sort er

• 413 \\

'6 14 1 fetere meth, e fossel-cheese s!!! be 615 ' II (' loseed eed remedlel action necessary $ 16 6 fet predect eselity e111 he totes ja Ett eccordesce eith epproved procedores. 8 420 f' The foregeles procedete allt be followed 625 fet all specificettone applying to 622 constrectism of 0-31sted Stese. 625 procerement of 0-11sted S tees,'he For specificettees coecernies 626 the fore-627 f E pelos procedere e111 be loplemented on 628 a rendee oespline beste. The semple size ( 29 f* bas been estabitehed eed the specitt-63e C cetten selection has been mode. (21) Beeles and ecceptance criterie for the

^.." ^

^^ esvain l 633 6 34 I specificellees ellt be defined by 1MP* l 635 Betch it, 1980. l ^ 6 30 (41) The review of constrection one eclected 639 procerement specificellene la scheduled Get to be completed by October 1990. 7 S hee t 11 15*3 6/16/80 l Set g. terr Calde 1.70, isles 2. consel-Se5 test reports o t etteched to the Se6 ISAR, het por ti oe conseltant its Se7 este eettacted ed corporated a the l Set ' I fSAs t t it elf. The to tiens Se9 lacor orated teto th SAE ecome 554 comal t ste. 1 ereto., diepe tion !!1 I et recosa dettone sultlee repos e 552 her b a edeguetely acceented for in SS3 the presasettom of the !!AE. 550 e es i i

l r l RIDL8BD SUITS 1 ABB 2 16 l C7 BESTER IIST OF Ceauttstpf t to stC Os is CFR 59.5t(fl histopSts (Centleeed t 1e e * 'Jr pees sesposelble ese 2c r: i .31gg _ bessslailma test. It2 _Els ___Insistet__ _ Pale. 11ains _____!1aisa.Besatte 22 l l c If the ecceptance criterte are not met, pakens= l 843 8 l the reelee ell! he essended to teclude ,Jhk, l See etber specificatione f or 0-Ileted items. 645 c at that time, e reelsed completion date see C eilt be established. l 647 l 11-U c 2!-5 8 steer ses completed ebach esentmed Saarett 5 800139 I l 4 54 L current procedores and practices for 651 the properettee med centret of the 652 C F5aB to slee of these espertescos. Frc-65) L sedere1 cheeseo e113 he inittsted br Sta the restolen of er ade t tlos to the 6f5 C espineetles departeest procedures. This $56 6 57 acties le scheduled to be completed by Jameery 31, 190s. 658 C EJ-f! L 2!-d Se interof fice senerendes dated April 12, 534,,41 4 E7 190312 1 l 661 1979, ses loseed br eestechalcet eereices 662 L to etert permessel of the mee t to reelse 663 0 er emnetete calcelettoes to reflect 664 corrent destge states. 665 C 1 l See 23-1 Field seetracties FIC 1 100 C-listed D4,9 11 I*F E Se11eglacement Job Desponsibilities 9,1 % "' I, ' 'p l 469 b""'" G Re tt a r, hee been pretered and esteb-4 l 670 t. alt Ilebes reopenelbl31tles for perfoselee f12 solle piecesent and coegacties. 23-0 Cemetractlee specificellene, lestrec- -19 5 FE 1 l 61S>""" times, sed psecedures were restened l Sie to ideettf y est other egallment regelrieg 15 -8I 477 L-678 geellf tcelles entch hed not yet been fit goalified. De noch egelpeemt see See %= 4. Seestified. to op km Sheet 12 l S43 6/16/40 l Set to tory Calde 1.70, Bestates 2. Consel-545 4-t es t r eper ere set ettecbed to t he S he F5RB, het p ties of consultest t to 547 4p were eats ted o n. lacorporated to the l S ee h. I p test teelf. Thee port one 549 correitet 4 Anto the as bM -ene S!O ce Stoeste. Therefore diereal tem 511 b s* of to aseendettent la con ties rese 552 m been edegne ly eented for le 5!) the gresa etice of the 1585. %5e 6 ha to o -e.

=. em 5191459 58175 1 ABD 2 to 54STES 115f Sp CORRITBFB15 Te BBC Os to CFB Se.Sef t) BISPOSSES (Coettooed) ts Rose Seepossible Dec 2C _ Stas _ bersale11sa tast. tes.Ste .Insiment _ Rete. 11 sins Status.ammasts 22 21-9 8 diseestenal tolerance steer ese coe-kA,el-ee PE 1 I es3 pleted selee the teactet bettelee opge r See peep and escl11ert ersten as the steer tOS sechestem. ett 23-19 Rosineeslee restened specificettoes not $4,,I-S 1 l Set provleesty tesleoed for the specificit y 690 f* j er tolerance stadice. l 4 91 23-se a specifle revlee of the rsas ese spect-e+rrl-e 1 I ese f* f acettee reestrements f or the geellfi-895 cettee of electrical and mechselcel com-I #98 -f* Dotente bee been sede es par t of t he 1 691 f* corrective acties relottee to CPCo's S98 59.SSte) report em coesseest geeltti-459 f calles. 7te f i 23-12 Seelity seestance sill echedule peerit SS,el-F 1 1 103 f* eedite of the deeles calceletional pre-Tee f" caos for techotones and actual emettels I 7tS la each of the destes disciplines. 106

• 23-13 Sedite of ITT Grinnell hooper deales and 51,91-0 ga f

l 1ee CFCe toler settleg calcolettee bese bees 1 10 condected. 1st 23-se Sechtel pteject emelesettee will reelev SS,el-1 1 1 19e destes drastees for cases obere docte 115 penetrate vertically throach feende tites. 116 the peselbillir of the doct telse en-l 111 1 1 steed over the derlee togetressets and the l Its ef fect thle setersement est beve open the 119 streetere's behester allt be eve seted 120 b3 Jene 1e 1919. Proper tenedlea 121 seeeeres allt be tekee Sf the lavestlee-122 tlee shoes potential probloos. 123 3 Sheet 13 l Se3 6/16/80 l 5ee j tot y Calde 1.10 Rowlelen 2. Ceasel-S45 i test reporte we met etteched to the S et FSAR but pertl censulteet posts Sei 1 were estracted ed scorporet I to the l See f54R at self. T e rtiene Se9 See scret 4 inte e F58 become SSe come oeste. Ther se, die esit!*e 551 4 et roc esadettee cessettlee Le_ St2 het e edeguately acceented for le $53 the preparettee el the f58h. SSe 1 ~-

~ RIDLAWD 95118 9 ABS 2 to L-RSETES LIST OF CDBRITREB75 TO BBC c5 te Ctp 54.Self) BE5popsts IContlawed) is c seep neopensible ese 2e .311a. .Dess gla119e test. Its.51s _Easistas...fett. 31 sins 51stus.Stastna. 22 L 23-ts se in-depth endit of s.5. Testing eter e-a27,1-te 08 8 8 72s tiens, coverjag tes ting and istlemente-127 tioe of its OA prograr, sill be com-l 720 L docted le jete April er early Rey 1979, 129 hr Bechtet prefect 08 a nd engineering. l 730 0 23-14 8e in-depth trelains seesloe ellt he . t) 4 04 1918 1 733 gives to Aldtend OA engineers coveries /1-22 734=""" the settleeent probles and methods to 7 79 C adentif y eleller cenditions la the f uturee 136 r"""~ 4 23-17 Se 1e-depth training seesloe o!!! he 4 04 sco2 1 ? )g b glees to all CPCo end Bechtel OP east-1-22 1 74e*""' L test e a nd a s41t er s to lacrease their l 741 eserenese of the. settlement pechtes and 142 L elecess eeditt>g o ne sen t t erl ag tech-l 14 3 L signes to incrosse endit ef f ecti ve ness. I 744 Se 441 e On 1 .re.Sn depth reeles of t.he Bechtel trend L 23-se 74 L i.7 tes d.te ei> > be es ort.te. h, j!-22 i e Dochtet 04 menesement to essere the 7eg L Sdeettficetten of est other eleller 7 Le 4. eroes that eere met emelysed in oeff t- ?! cleet depth in the peut revieve. 712 ) 4. L 23-19 Seellty costret lastructione eill he 444 4 CC 4"i 755 eteleeted to essere that t he deceeen-lI-le l ?!6 4. tettee cherectoristico ehlth are to be 717 L 4 inspected (i.e., rooles cellosta) are ?!e clea rly specif ied. 23-2.1 4 ?!g 1.38 4 b rield isotracties t.1 eini he seppie-e, s rr ist2.e 6 i12 mested by estettlehles regelter.es e f or SI-8F 743 to deseestrating egelpeent coposi Alty, 7f4 4-incledjeg resposelblit ty f or egelpeemt l 7t* epptevel, and providtag recorde ident!- Tf6 to fring thle capabl11ty. l Tf 7 4 i 1 gg, gq g P( e sEl fe In 8 I*d* 't M *-I I

• f 4*

4 p g w 1.7e, Sovision 2. +Comm el-Tai. 3 4

• c:

e u ~'#v h - - 1 e-1 e.> c. b 3 % e dvi g d e.ne, W .e'0+8't hs W M tore Calde Set tent reports t e me t attached to the 546 FS88, het port a of ceasel reporte 547 e, were estreet a d lacorpo to teto the l See FSAB es itself. The pertions $49 in tror ted la the SAB beceae !!G ) Th eiere, dirsomillos. S!1 1 e, come sent. of race endet a a commet me se rt s' 512 her een adeoentely account or in S!? g, the greparet ten of the f543. Ste 6 i 4 eF

NIBLApp 55115 1 ABD 2 14 1 58Bf E8 LIST OF CORElfRif15 7C BRC 08 10 CFB 50.54ttl S L5 top 5ES (Continued) tt Dess Responethle fee 20 _Iles. Esistielles test. Et2 _Ese ___fatistas__ _Rets. 11alha 31ais e _ts e et h s___ __ 22 f 23-21 See Action Ites e 5 ft t i 11e 23-22 Celdellees for serveillence of testles .g71r997 5 CT 860130 t l 112 opetelless all! he developed e ad included 15.s1 113 le field Instrectless for the ensite i l 77e nells esclaser. Engineering /cootechalcol l 175 f services ellt develop the golde!!aes.Ag-176 ~ 1 -#evoet;; ??. ' 919.- f 717 f 23-23 Engleeerles elli revise Engineerins 034erf S PE 791130 1 l 7tc ~ i Depetteest Procedere 4.22 hr Cecember 1, 41-7 1st 1979, to clarify that enstmoeting persen-102 ,s met propertne the ISAB elli f ollow the 183 regelsesents of Regeletter Celde 1.10, 194 Bevistem 2, 5ttaderd forest end Content l 145 l f of Sofety Ameltste Reports for pecteer 1f6 Poser Plants (September 1975). Epect-l 707 fleelly, Segeletery Calde 1.10 (Peges le les I and e of the Intredectleet regelses that 169 + each conseltant roterts enir he refer-196 enced eith the opplicable consiteente 191 and esoportles Internetles lacleded 192 in the tes t (third pe regre sh, Page v). 793 Such a regeltesent veeld preclude repe-19e j titles of this circonstance. 795 22-24 fe preclude any fetere lacessletencies D34,944 5 Pt 795130 t l 19e between the f 58R and specifIcetions, L 1-t f 199 Betteeerine Department Perject Instroc= tre t8es 4.1.1 ellt he revloed to state g ett that all specifice tlos chenees, mot her 802 them jest "sejee chenees.* oll! he 403 i reviewed f or consistency eith the FSAS. See ( O theet IS l S43 6/16/80 l S44 6 test Calde 1.75, Bevia ee 2 Consel- $45 0 tant s opor te were t' s c hed to the 544 FS8ge tot portles ! ce ett;b? reports $47 sete entracted 4 inces orated feae the l E tt I FSah at itself These portions Se9 lac perated in the fl4F h e S?O L room seats. Ther fore, sillem S!1 of rec sendellear in me reports $52 he been adegentely acceented for in $53 4 the preparetten of the f 5at. 5S4 1 1 4

RIDL&pD e5115 1 ARD 2 16

• (

585f te RIST er CDeelfstets 70 set ce to CFR Se.Self) BESPOBSEE (Centlemed) tr I ,.t seer-eespoor:ble too re e _Ilma. _Beessic11em fast. Ra2 _Sts. Lasleert._ _f ala. 11 mins 31aina.tematta 22 j( 23-25 emelity esserence ell! Issee e meclear tetrr+t On 800715 ,&- NS l gc7 goe11tr esser ence meneet opendment to a 1-f i ses e Cler!f t the resetreeemt that procedures ee9 ( Sectede messores f er goe13 f ring egelp-sie f meet ender specified conditions. att ( 23-26 Io slee of action Iten e, eeotechnical 031,t45 5 CT 1 ( ete e merelces will reelee Precedure IP-st37

;.s )

ett by Decesher 31, 1919, to regelre that a te 'I canceletscos be emoeteted to reflect car-817 rest deales states. s ie i ( 23-27 teetmeertae Deporteest Precedere e.37 JULiert4 S DA 791227 1 l e21 8 i s!31 else he reelmed by Deceeber 31, As 83 022 1979, to regelse that calcolettoes be 823 ,( emneteted to reflect carrent deelen 624 t states. 825 C 23-2e Clett/etractural Desten Criterte 7228-043,,44 S CE e00ee0 4P Y l 320 ( C-Set will be eedified to costole the t 1 - e f' 329 regettemente that e d oc t book penetre-e3e l t tien shall be demissed to ellaisete the 431 ( g pesothility of the senspecific else sect 832 Soteracties eith the structores. 033 23-?9 The cle11 stenderd detell etestees ett! 034,,44r S CE 191231 1 vgs-engt w . 4... l e 36 he revised to lect ede e dete!! seesise E l-si 837 i g( horisontel and eer tical cleersece re-8 38 4 getroseets for doct book penetra..ons. e 39 4 ? The dete!! el11 ederene ear and set re-e se ( st ric tion e. ett 0 i i 23-34 Engineersee eill clarify spectricettene ee+vp44 S CE/FE 800912 4P 'f l see 4 439) eed coastsecties will propere precedores a g. e p' ses t i toevernans the sette coopection egesp-p et 3 seat to toplement the regelresents of 447 4 the pecteer One11tr senerence sessel se tee t I stated in Action Ites 25 r et , 4. g Sheet 16 l 543 1 6/ti/te i See tery Calde 1.10, peelsten 2. Ceasel-S45 L test r epor te sete Det seleched to t he See FSAB, het portie i connettent reporte Se7 4 sete estracte ad scorporated into the l See 4 ISA est 1 elf. Thore pertjene 549 a orporate into th ese 5%e ,4 ce toente. here , dispost los S!1 4 of r essendelion onsultime rep ets S?2 e been edeguately eccounted f or in S!) gL the pretoretten of tie FSA&. Sie e4 4 2 4 i

as AI01859 35175 1 259 2 ti 949tr9 Elst 9F Conditsists to BSC CE to CFB S0.Self) R ESPOSSES SCentinued) se Deep Seaposelble See 20 ~ .21sa _Reestle.!!se test..Isx.912 ___lasistar__ _ Isle. Kleins Stains _Atmatta_. _ 22 23-35 Deelen docsos ato, isotr ac tione, and pre-94, 5 FL 80102e Hr*7 l e52 P cedores ter these activittee regetting p1-tt l p!3 improcese controle vill be reviewed to 023,ete, I eSe i essess the adegeecy of esisting proce-54H L l - 8 *, 5 8 l SSS f i I detal cent role end technical direction. E SC Engineering reeleu is echtdeled lor 6?? completten br October 2ep80. l SSt,pe 23-32 Celdelines for serveilleace of testing 933,p37 S It a 1 l 363 eperetiene ell! be developed and locluded t g.a7 se3 f te field imetractione for the comite a(3 selle engineer. Reginee r l es/geot ech a t - l e6e f" can services el11 develop the goldelines of? E by povember 30, 1919, and field east-l tit i meeting sill prope ro the toetractions ty l ef 7 7" Febreery 29, 1980. l ese I e 29-33 The geelity e sserence endit and seal-032,e M,5 OA g(est2 .d4 "Y l 371 P Sertse progres will be revloed to empte-11-%6 F Mh *D

• • • dC**

372 j else and increase ettentlea to the need fe*ia#9f f e'$ '* "

• 373 for evelecting polict and procedural e7e l'

f* odegeecy and eseosoment of predect geel-375 I 143 A specialised sedit trelains pre-t?d gree allt be develesed and leglemented i F 377 to essere goldence for this revised 878 epproach. elg 2!-34 Centrol Document SF/ PSP C-8.1 elli be

SiF, S

OC / 000701 agP l pe; revised to provide sogettemente for WI-20 l l es3 inspectlen plemslag specificity and S28,- N-g tee for the ottilsettom et scientific semp- .24 2 " ' ', 8 Y / j l1ng rather then percentage sempting. Aetes et * #' l stS pge n W Of i Sheet 17 l Se3 j 4/16/e0 l See tery Calde 1.78, Peeleton 2. Consola SeS tant r epor t e e L e t t s c hed t o t he Se6 IEAR, het porti eo ceaset te n eporte Se7 i eere estracte end i corporet a t o t he l Set TEAD est it If. .: portlene See in rperate late e F at become S!c cosa sente. here se, sgorition S%t of rect en da t ise in onrelt e reports S?2 her een edege eccount for e 553 If e reaperation of tI.e 188. S!* 9 } e g-tog W p'

f 519118D 55I15 1 859 2 it

i. 385710 11$1 Of C0AElfRIpf5 TO BBC 05 10 CFR Se.54(f, Bt5 FOB 5ts (Contisee.1 te

()

See, Festoasible Dee 2C Ensstat31ss

_Ilta_ ?. e.e.t.) %4ed ee5f_- foss_ 3a2.9ts.. lasaners._. Pals. 31 ales 21 stas _Itsatts 23 23-35 C..t.. S .C 3 M ' h /p ,, 23- ,,,ST/,59.8-3.2_Cesteon of Womccatorelas H4 44 5 444C 7,1121 1 l t,1 L. Ite.s 8,2 6'#' 1%" I ' dN 853 13-3C,.9A D._ Ca *01,_ Pro. ject geeli t y A s ser e nce L_ frem Amelfsla 9 5 4 e# d. are l.a the pr.cers.o.f belag revise. to e,?? t , teel e se imprese eftaltion of 4 f ring repetitive acaconformine com.ti-0,,6, le,lementing regat tements for 1.en 1-8,ee, tiens. L 23-37' Consisteet eith the B23,,44 5 OA 4910 3 l,C2 It se Be.ters 35 an. l.atent of Acelos 3, geelity esser-gg.)g ,t3 revig4go ggge see report s ,,te esce e e, shich o,en, sa b e ore m ,c5 betee.. th1. time e n.r"---_

SN dH99.

, t,e, e,,,e,.,rt u .r __.._ z- .2 .= e,,,,,

....... -- __

_..... ;;_,... =

.f 4 e. = ; ;,.,,,, swsGig ***;;;'p,,4 s

== : -

• - -^^-^^ :- --- - =.

,1e ( .,,.,,t , ee..e et., , cto,e.,.e 4., 5 r.e-, -...-,,_.... - 3 i, ,, t 3. ,,,3- , t. e... e.e,. e.t ,,o. e i i >> , t t... ,,,5 t ....t.. t.. e.,o.......e..,ee.f s. t.o,e...... f te e..,,... . e .e.... c...e. e>>> t.e ,e. L. c. ... t e.. t..t.... t. t e e..l.ee.... . o. of, e.e.t.e.t s. te 433rp++- S ft Se te t? 3 e,.e.s s ee ri ne.e 111 1.s ti f s..a,eci f j ce t. ton e 27-3, l,2,.3 .t.. t.. e .e.e... e... .,._, r , eve .e.t,..... t.e.o. .......t ....e m. to.....e.t the,e.es...ents., as. tete.ar Ocelity Sesetence Reneal the pocle , #1 in A.tlen Item 25. ,26 b L. + L. b Sheet 16 l 543 s/ts/so e see i L.. tear Col.e e, tevision 2. 545 acLe.Consel-

t. t he Ses tent reso e sete not i

$$48, het t es.s.f e a r itset reper $47 L. sere entr te ja se sate. 1st he l S49 b F R t at St f. tiens 54, These, become n.or oret int SSD t he L. c alte ts. There .lssemitioq SSI b of a core et as la censulties $17 eque tely acceente. sopor ts hem bee f es la S!3 6. the,resoretion.f the FSat.

• e b

~e 9

e EIDEADD 55375 1 ABD 2 tt dD B45fE8 1851 #F Cotstfatuts to apC CB 19 CTR Sc.54 tfl R ESPOSSES (Continued) se P 85 sers sesponsible os. .31 % Derst1111ea 2e f* .n. n.c ..t.. ___ test. Ett.9tr __.Issiertt__ _Pete. 51stes 51 stas.Asenthe.._ 22 => yg,jd'-W.7 'i C*13/'L, r e ,..t r se u.a....d, r.- n ue.0C .e, n. /- ,,-,i i (3u ce.or e.,o t o.. ecti.i.n e. r ecei ri.,

n. a o J.49n i.or.co.. co e,e se.e4 io

.eee.e t e. troi. viii .**r*>**t ,i-P eeeec,e,e. .ti...toce-r* > detal contrete end techalcol direction. i 934 te9tmeerlee revlee is scheduled f or cos-935 8" plettee by October 24, 1960, and 3 9 36 field emelmeerley e nd goality l 9 37 P control revlee is schedoled for ,3 l 934 P completjes by potenber 29, 1990. l 9 39 g,g, l 9e8 23-4 to escer-01, P r DCle i.n see sill be r.eviewed );s'S OE sette t "f 943b# toi. t et pre..is.. e.e.ee. iccluded I ci S ee a consistent eith the revised contret dece,,i, seat, SF/ PSP C-6.1, Oselity Contro! 985 i P Inspection Plans. S he 941 f* 23-4 Bestes deceeents, lastractlene, and orc-pf, e st,tE, 490123 V l 9 ? e k'# P (31) cedores for these actlelties resettime WI-ft OC fee) improcese controls et ti to reelemed

0297776, l 951 to essess the adeguacy of esistin9 pro-l 992 P

cederet costrels ese techalcel direction. 1.1 e, 3 8 l 953 Emelmeerlag revles le scheduled for 954 complettee by Oc t ober 24, 1990, and 915 fload engineering and gee 11ty contret l 9?6 re rlee le scheduled for completten by 9 57 Devenber 20, 1990. Aar reensions 9ft seestred stil be completed Dr Jameery 23, 9 59 1988. Sie ,,- elr ,b. , op.c t.f.c t... I t e s 4,.. c..- 961 4 OC .. t t. t s, 9.. pleted vert allt to eveleeted, and appro-DJ3rtS c priate actione e111 be tot en a m 21

• L l 585 e

Decessary. 9f6 947 23-4 FSAE sectless are helm 9 rereviewed as 023ep71 4 PE 8009 hf F dlocessed ja the Respcase to Question 23, it-8 970 Port (2). L 1 " l. II 978 l 972 e l Sheet 19 i S43 9 f/16/80 l See ~ l tear Calde 1.10, S ev i s l oe 2. Consel-SeS tant r epor t s e not ettecbed to t he S46 S FSAB, het port a consettent rep or t s $41 were estract end scorporated the l Se6 Tsa test 3 eelt. The s or tions Set ,9 la orporate late e Fraf becoes S?e ces taents. e se, d a r g osi t t en S!1 el r ec emendellent in consettime resoste S!? i 8 he teen adeoentely eccoented for la S!3 the grerasetion of the F!#B. !!4 s = l 1 a ) i i

FIPLABD WBITS I 250 2 tf 6 545f E3 1151 Of CORRITREsf 5 TO WBC CE 10 CFR 50.Sef f) SESP005t? (Continued) Is i t Resp Seepossible bee 3t .21s s _isassiajiss feet. Inz.9xs .lasAssst .9s3s. Itales 31s tes.2s eatt a_- 22 s 23-e.s. Testies eat s be reestred to demon-04', S CE 801001 Y I 115 strate to the cogelseat englaterlag res-pt-10 l 916 4' recentative that t e s ting pr oced u re s. SEJ; fit. l 911 ogelpeest, sed personeet ered f or g eellt y Je l 51L verificellen testing (fer other then Ett S S " 8 7, II ? ?S end sells) sete, and ere, capable of ? %tt providine occerote test results in e 991 accordance ei th the reget rosents of 972 oppI!cette desten decoments. i 983 23-8 eeeplane of 5.5. Testine's test reporte patrett S CE esteet Y l 546 ~ (for etber then BPI and solls) el3! D t" E I,IE, 981 be reviewed by the cogelsent englaterleg 28 " g ggg representellte to encerteln that results 9E9 evidence confersence to testing regelte-950 meets and doelpe doceeent lletts. l 991 ~,,.;> 42,1.<A ': ,ee.ctl.. ,t.. ..t... ,,5 23 CPCe e113 Seplenest everinspection f or 04; 4 CFCo-08 f: :::e 8" S " *)' "' " ' I

• I '996 t

sells placement, et!!! sing a erecific pt-19 l 999 I everiespection ples. 1-14 l 1000 a. 23-CPCe ollt perf ere over1mer ectlen of the

JFe, e

CPCe-04 84 'I l' IC93 9 5. Testing solle testime actieltles p5-11 8 ttte a nd repor te, ett11 sine e anecific over-it&S Snopectlee plan. ItSt 2,-jp<' C,Ce pre,ec t se...e.en t... O, res,ev 4. 4 DC f CPCs On restees CCis fees and revloedt e field procedores ines and revjseet and f!-19 8 tett tcti la line with Pechtel before releese. 1012 w. 1 I 4 'o i Sheet 20 l $43 I sitsroo l tee i tcry Calde 1 19, Seelslem 2. Ceasel-Set tant r e por t s e met attached to the Stf F588, het port es e coerettent reports. Sei j s. were estrec and 3 corporated late the l See ISA test it I Thes le Se, orper.i.e s.f. s . in as b.c..e Set y ces toests. 1 gref , dispositten St1 l of rec sendettons i eneettime reports S13 he been edeemetely acceented for la Sf3 the paetera tion of the F5ap. 154 I d f

., = t 16 MIDI ARD 55175 1 AND 2 to 6 AASTER LIST et CORN 11 AESTS TO BBC OS to CIS 50.Self) RESPOBS15 (Lontinued) 9 4. Resp Besponsible See 20 _Itas_ DarCsta11:3 East. Ra2.9ts...Inslestr_. .9 sis. States 21alsa Rasetta. 22

1. a jeip

• *lNlf '

23,35!$I iets ra 197s, CrCe septemented an eserse-04', e CPCc-ca sa y i e i tote .pects.e pies to s.d.p..d..ttr ver:fr ri-te 1011 the edegeecy of construction ese the f(18 4, Dechtet inspect!os process, with the 1C19 t asception of ciell actientles. Dein-1929 forclog steel one embeds were covered Scat t, 4'*'i.the. veri..pectie.. Y l te2e 23,)* Cfte restees emelte sebcontractor OA' 94, e CICo-ga sa l 1925 8 esosets and covers tholt sort la the WI-19 1926 and14 process. 0 23-pf Se espelse effort is letreelag the 'ser-04", 4 CC en af l 1ets l 1850 seillence" pode called for in the OCIs yt-19 telt by ceasing more specific eccometab!!!ty 1032 e es to shot chorectertatice are inspected 103) ee what specific bordesse and la some 1(3e comes changlag *ser vel 11ence* to 1031 9

• 1eepectice."

24-1 Deteretse final member of cheervetten 2e-21 S CT 011031 T 1939 e tres i selle 24-2 Develer fregeency foc scattorlag the 2e-21 5 CT 510131 y tee 3 g tote observaties wells 24-3 Develop erstem and ockedele f or sont-24-22 5 CT 410131 y tee 7 Stet tering send remotel 1011 2e-4 Eveleste resette of toeroretr desaterlag 24-t S CT 001031 rl 1C52 erstem to verifr destem teses 21-1 Desloe selsete seelvst s f or diesel 25-3 = Cf l Tracked by Ites 13-6 1ste 1C57 generator bellding using the eoll 1( St i properties deteralmed by the recent 1955 lovestteetion and any feendation o041-S t e t-8 ficettees 9 i Sheet 21 1 543 t/16/to l See tory Calde esisten 2. Consel-SeS db j ( tant te a set e fot attached to the See f 583, b portions of coerettent reports te? were tracted end I correreted late the l Set L F5AR test its If. These port Set J Itcorporatedj nto the IS ecome ftp coesiteents. Tderefore speeltlen 5?1 1 L of reccsmendetsons i time reports $52 I ter been adegentelr accounted for in 551 O the Steperetten of the f589. !!e O o r: l i 4

RID 142t Ostf5 1 Agt 2 1e 385f E8 IIST OF COBRif RE AT5 TO 99C CB 10 CTS 50.54til PESF055t5 IContinued! 1r peep Eesponettle Dee 2r .31ts. Infstin11st ross. Es2.Ess __.fasistet..fois. Status ._. states _Eteethe 22 29-2 Sevise selsele emetrole for earl 31str 25-3 5 CF l Tracked by Ites 13-11 StG3 bellelse salmo the eell pr ope r ties det er-t(6e timed by tDe recent investigetton and St45 any feendation modificatione St 66 2!-3 Sevise s91emic emeltsis f or service seter 25-5 5 CE fracted by Ites 13-6 tott peep structure sale, soll troperties It70 deterstaed by the recent lavestiga tica 1G11 and ear teendellen modificotton 1972 26-1 Amelyse the effect of differential 26-2 5 CF 00093C {p 1r78 settlement of the diesel generator helld-Stil ing la accordance eith ACI 349 as sepple-if78 mested by Deseletory Calde 1.142 9819 26-2 Incorporate in the Bld1end project 28-1 5 CE l Tracked by Ites 11-2 1002 stenderd dessen criterte the ef fect of 1483 diff ereettet set tlement of structures ites ehtch are founded ter tf allt or totally 1605 en fill 1946 21-1 Prohibit fleet piping commection to tLe Fig 5 PD 0001 %f ttge diesel generator be!! ding be f or e 27-9 tes t 12/31/01 1992 31-1 ibg Perfere fell-scale 1eed test by f1111eg 31-2 5 CT 00ft2C Tracked by item 4-7-P' 169f 4t the 3057 eith seter CF ttg7 A 33-1 Fill the diesel feel all teoks with et! 33-2 5 CE 8000 y D *'## I* " " '"-# 3E**' J *# '1 bs t n ! p40.-y-L a i r Es e US M

• W 'IL*U''n*U ' Y"**

.. s o r s * * * * *3 ~ Sst Advise Pechtel to commence deostering CfCo y

• /g...e /e. v esa f fa. - ~ %st ~ ~~ 118 6 - ~ ~~

5 sa end enderplaning activatles 1907 4 te'8wh S-2 De velop se t tle me n t time ra te,f or att 4 CT 010331 95 191o Seismic Catesorr I structures litt Sheet 22 l 543 6/16/ec l See tory Calde 1 70 Devision 2. Com e ul - Se5 tant reports ser not attac>ed to tte l et TSAR. but port s con ceit e nt reports Se1 were estract and i orporated 1sto the l Sag TSA test Ste f. 1 hose yo t ions Se9 3 orporated ate the a bec e 5tt ce steente. T eref . dispositio 551 of r oneendettons e asettles resorts !?2 has been edeeeetelt accounted for in $13 the groterettom of the FEAp. ?Se geee.=, e-e._. .m. ee e = wee. w ____e I e

( C EIDiapD 99815 1 asD 2 tr 'S ASETER EIST of CONNif 5f875 70 BBC 08 to..'B Sc.Self) stS5055f 5 (Contissed t te e e ft/ Eest Beepomelble toe 26 8 .. lies. _Statslaliss- -fssf. Et2.51s...Italeret .tsia. 115 tins 11assa.Est ash a 22 9 S-3 Realtor concrete crocks f or service ester B CL 409031 YP t$14 'I 9 peep structete end semillery bellding e/ ' 4j ***,**

• 1115 electrical penettetton areas and the ieedseter isolatlos selve gits tef ore end J e w.*y 1914 1931 9

ef ter installa tion cf piles and cotanons g 1ste 'S S-4 Ponitor concrete cracks in the fuST Ct s0063c

1. 8 112t 8

i. vetee pits and repair ear etserved crack 1922 l 8 escoeding the ACI code limit s 1123 J r. M .'s s '- Y 4 r *

• g) i g #

,M 5-5 Creet the loc al gepe bs...Jan dierel Ce seces? st2f 4 A n =* C,,,,, 7 generator bet tding footino and med set 1127 e S S-5 Costisse lusolveneet of CPCe/Pechtet b 1930 coneeltants for reviestas remedlel 9 tilt 9 octions 1932 S-7 Roelter segelce seter peep structure p C1 1135 9 and p!!e displacement deflag jocking Cf operettom to verif t p!!e dyneele stif f-gj tt3f 1 1937 mees used in setsele emeltsis tf3e (e. * *l*J I

1. 5

"k

• 5-0 Revelope pile stif f esos f er the eetoric 3

CE emelyste of service seter peer structero Y 14 4 *-.4.7 1941 NM* 1942 0 t s - li 5-9 Check the lleited clea rance between the B FD O fs0731 Y tte$ service seter pipe et the buildine CE S tet 9 penettgijen 1te? 8 gp pr '@~~Ietter f asa C.S. Beeler to 1149 F. c B. Beteers, Sortel 85.et, J 3/27/tG 11%c e nent.e.t...de i. 2/ .een ne e st .1 = NBC et Midland et te e t!2 a \\_..... - [ r 9 ] 9 Sheet 23 l 583 t/16/te l Set F tory Calde 1. evasion 2. Consul-Se5 9 tent ret or were ptattacted to t he 546 FSAS, not y tions of consettent sepa 547 f were estr ted and 1 cergeseted la the [ f et .46 test ite If. 1 bore rtion Sen Sacorrereted sete the .45 beco e 5?e F anniteents. 1 erefo, distorit n S!t of e c ommende t t oes .rettia, repo tr $52 es bee n ed egentely acceent ed fos 1 S!3 f tre psere se t ts,n of ti.e f!AE. Sie 4 e i

i/L w ~ Bechtel Corporation Engineers-Constructors Fifty Beale Street San Francisco, California 94119 August 22,. 1969 Dames & Moore 309 West Jackson Blvd. Chicago Illinois 60606 Attention: Mr. George D. Leal

Subject:

Consumers Power Company Midland Plant Units 1 & 2 Job No. 7220 Soils Investigation File: 0120, 1700, C-lY Gentlemen: Referring to your letter of July 8, 1969, on the subject of plant excavation slopes, we have the following comments on which we would appreciate your response: It is our opinion that in accordance with normal practice, the minimum factor'of safety during construction should not be less than 1.25 for conditions where failure could endanger life or cause considerable financial losses. However, stability analysis should be based on realistic, rather than on excessively conserva-tive assumptions. For the case 2a, " western soil profile", the repcrted factor of safety of only 1.1 is less than the minimum 1.25 which we con- , sider acceptable, particularly as the slope may be standing for as long as a year. However, the assumption of phreatic surface extending to the surface of fill at elevation 634 is ultracon-servative, and we see no reason for this to be higher than the existing water table assumed at elevation 604. On the other hand, a tes.sion crack along which there is no contribution to the shear-ing resistance should be assumed in the cohesive fill. These two factors will have opposite effects on the stability. Please comment on whether more realistic assumptions for stabil-ity analysis for the " western soil profile", may justify a low-er phreatic surface (el. 604 instead of 634), but inclusion of a tension crack extending to a depth consistent with the assumed properties of the fill. If you agree with this, then please re-calculate the factor of safety for these adjusted assumptions. The text appended to your letter (Part 1 " General Description") is a general method of stability analysis based on published ( literature. No indication is given of how the method was applied to the present problem. It would be useful for our review and for record purposes if you would submit an illustration showing the location of the slip circles analysed and the corresponding factors of safety, together with the assumptions made a-

l oectilei Los porallon Mr. George D. Leal August 22, 1969 in the analysis. This would assist us in forming a judgement l on the significance of " minor sloughing" which, as you indicated, may take place. Regarding the stability at the " eastern soil profile", you in-1 dicated that the factor of safety is dependent on the location of the phreatic surface. Please provide a description, more precise than that given in paragraph D-4 of your letter, of l the minimum distances from the soil surfaces to the phreatic line. This is required in order that these distances can be included in the dewatering specification. Itmay be assumed that the maximum rate of excavation could be about 500 cy/ day applied to either of the reactor buildings or the aux-iliary building. In addition, as a separate subject, please advise your approximate charges and schedule for the following: 1

1. Furnishing to us complete details of calculations of total and differential settlements of the major plant structures.

The maximum and minimum settlements should be stated. The estimated l settlements should be given for the centers of the reactor and auxiliary buildings, such as required to determine the maximum and minimum differential settlements. The relatively small differential settlements were queried by the AEC. Information is tequired as to whether single or double drainage was assumed in the settlement analysis, details of rate of settlements, and whether artesian condition in underlying aquifer was allowed for. As you are aware, these analyses should be thorough and by i methods which would be acceptable to AEC personnt.1 and their consultants. It is important that the short term elastic and the long term consolidation type of settlement should be given i separately and that the effects of the deep excavations and the area load to El. 634 be taken into account. The timing of these phases of unloading and loading should also be considered. We note that consolidation test results contained in the reports submitted to date do not include data on the time rate of consoli-dation such as coefficient of consolidationswhich normally are a part of consolidation test results. Will you please furnish this missing information as part of our original agreement.

2. Recommendations as to the criteria such as relative density of sand and strength of clay, or glacial till, which would determine i

l what materials can be retained in foundations and what materials l aust be removed for stability under seismic conditions of Class I ( structures. (The operating Basis Earthquake is 0.05. g and the Design Basis Earthquake is 0.10,g). e i

t$eCDI61 WpOfi:1tlVII Mr. George D. Ieal August 22, 1969 l 3. Recommendations or cossents on seismic stability of the dense clay till type soil which will be supporting the reactor and auxiliary buildings and in particular of silt and sand inclusions of this soil as indicated on the borehole logs. 4. The overconsolidation ratio of the soils supporting the reactor and auxiliary buildings. 5. Providing us full design, including plan, illustration, descrip-tion, and specification,.for the installation of the piezometer monitoring system around the plant excavation which you recom-mend in your July 17 lettar. We would appreciate receiving your initial response to this letter outlining anticipated charges for points 1,.2, 3,.4 and 5 by August 29, 1969. Very truly yours, \\ M J. H. Blasin Project Engineer Bechtel Company PAM:ea (In dup.) J cca Consumers Power Company (3) i + i 1 l i l

l

( ~ \\ i .,__,.,__c}}