ML19329F557
| ML19329F557 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 12/31/1976 |
| From: | CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML19329F556 | List: |
| References | |
| NUDOCS 8006300750 | |
| Download: ML19329F557 (29) | |
Text
{{#Wiki_filter:m p 1 (] ' . ' ConInnsra P:ver Company Report #15, September 30, 1976 [V). Pursu'nt a to conditnons 2 F.B. ati 2 F.C. of Construction Permits CPPR-81 and CPPR-82, the following report covers the period October 1 - December 31, 1976. A. Construction work to be perfor.Med during the period: See Attachment A B. Supervisors and engineers of the applicant and architect-engineer with quality-related duties who are expected to be onsite during the period October 1 - , December 31, 1976 in addition to those identified in previoua reports:
- 1. Consumers Power Company None.
2 Bechtel Power Corporation
- a. Quality Control J. R. Slifer Quality Centrol Engineer Receiving W. E. Fish Quality Centrol Engineer Welding J. C. Huron Quality Control Engineer Welding R. B. Matthys Quality Control Engineer Welding R. D, Philli,a Quality Control Engineer Welding N C. J. Groat Quality Control Engineer Pipe / Mechanical 7
( x F. J. Mahala Quality Control Engineer Pipe / Mechanical J. F. Spence Quality Control Engineer Pipe / Mechanical M. E. Foote Quality Control Engineer Civil A. (NMI) Lamach Quality Control Engineer Civil D. E. Plowman Quality Control Engineer Civil R, L. Valentine Quality Control Engineer Civil G. Y. Yeisley Quality Control Engineer Civil C. K. Kasch Quality Control Engineer Civil B. T. Cheek Lead Civil Quality Control Engineer
- b. Quality Assurance J. Rudd Management Auditor E. V. O'Neill Management Auditor M. E. Stam Management Auditor H. B. Norris Management Auditor
- 3. U. S. Testing I No change from last report.
C. Quality assurance qualifications of supervisors and engineers with site-related w duties during the period October 1 - December 31, 1976 are listed in Attachment B.
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{" 1. Consumers Power Company 1 i K. D. Buttke will not be associated with this project after October 1, 1976. j 2. Bechtel Power Corporation
, R. R. Revereza, R. N. Plummer, G. E. Depew, W. H. Faulkner, and L. R. Albert l are no longer associated with this project.
3 Further additions and deletions to the list of personnel with qualiry-related j duties who are onsite during the period October 1 - December 31, 1976 will be i noted in the next report, i l l i i 1 3 l 1 4 l 2 i I d i .I
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s - Attachnent A' QUARTERLY REPORT FOR
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OCTOBER THROUGH DECEMBER 1976 V (' OCTOBER 1976 Facility: AUXILIARY BUILDING
- 1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for Control Tower area walls and slab to elevation 646'.
- 2. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Fuel Pool area walls to elevation 659'.
- 3. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area walls north of the Fuel Pool to elevation 646',
- 4. Continue installation of equipment and large piping in the eleva-tion 568', 584' and 599' levels.
- 5. Begin installation of electrical equipment and cable tray in
N the elevation 584' level.
if(\_-) Facility: CONTAINMENT BUILDING #1 '
- 1. Continue Dome Liner final alignment and production welding. l
- 2. Continue Liner Plate second lift alignment and welding.
- 3. Continue installation of the Equipment Hatch.
- 4. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Cover Slab at elevation 594'.
Facility: CONIAINMENT BUILDING #2
- 1. Complete Dome Liner Plate sandblasting and painting. Begin installation of Dome HVAC Ductwork and Spray and H2 Vent Piping. Continue installation of Dome Leakchase, Penetrations and Attachments.
- 2. Complete cutting containment liner plate Construction Opening.
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- 3. Continue installation of Containment liner plate Pipe Restraint Embeds.
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( ~ QUARTERLY REPORT Page 2
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s./ (. Facility: CONTAINMENT BUILDING #2 (Cont'd)
- 4. Continue installation of reinforcing steel, formwork, embeds and concrete for the Containment Exterior Concrete to elevation 693',
- 5. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the Secondary Shield Walls to elevation 605'.
, 6 Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Primary Shield Walls to elevation 612'.
- 7. Continue installation of reinforcing steel, formwork embedded metal, conduit and process piping and concrete for the Letdown Cooler Walls to elevation 624'.
Facility: TURBINE BUILDING #1
- 1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Main .
and Auxiliary Bay basemat. ,
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((\m,) 2. Begin installation of the T/G Pedestal Deck structural truss. '
- 3. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Exterior Wall to grade.
Facility: TURBINE BUILDING #2
- 1. Begin erection of structural steel.
Facility: YARD AND MISCELLANEOUS STRUCTURES
- 1. Complete installing yard service water piping from the Auxiliary Building to Station E-325.
- 2. Complete excavation for the Circulating and Service Water Buildings base slabs and begin installation of reinforcing steel, formwork, embedded metal and concrete Circulating Water Building Sump base slab and the Service Water Building base slab.
- 3. Complete installation of the yard Sanitary System piping. sm
- 4. Complete installation of the Cooling Pond makeup and discharge piping from Station S4550 to Station S4870, o
9 QUARTERLY REPORT Page 3 [T Facility: SUBCONTRACTS
- f. V
- 1. Continue plant backfill as allowed by weather.
- 2. Continue erection of the Unit 2 Condensers. Begin erection of the Unit 1 Condensers.
- 3. Continue erection of the Makeup Pumphouse and River Intake Structures.
- 4. Complete painting Unit 2 dome liner plate, begin installation of HVAC Duct.
NOVEMBER 1976
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Facility: AUXILIARY BUILDING
- 1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Control Tower area slab and walls to elevation 659'.
- 2. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area slabs to elevation 646'.
- 3. Continue installation of reinforcing steel, fornwork, embedded -
metal, conduit and process piping and concrete for the Fuel Pool area walls to elevation 659'. 4 Continue installation of equipment and large piping in the elevation 568', 584' and 599' levels. Begin installation of large pipe in the elevation 614' level and installation of small pipe.
- 5. Continue installation of electrical equipment and cable tray 4
in the elevation 584' level. Facility: CONTAINMENT BUILDING #1 l. Continue Dome Liner final alignment and production welding.
- 2. Continue Liner Plate second lift alignment and welding.
- 3. Complete installation of the Equipment Hatch, begin installation of the Air Purge and Main Steam Pipe Restraint penetrations.
4. Begin installation of reinforcing steel, formwork and embeds for the Equipment Hatch pourback. g ) 5. Complete the installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Cover Slab at elevation 594'.
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QUARTERLY REPORT Page 4 Facility: CONTAINMENT BUILDING #1 (Cont'd)
- 6. Begin the installation of reinforcing steel and formwork for the Shield Walls against the liner plate.
Facility: CONTAINMENT BUILDING #2
- 1. Complete installation of Dome HVAC Ductwork. Continue' installation of Dome Spray and H2 Vent Piping. Continue Leakchase, Penetrations and Attachments. Begin preparations for Dome installation.
- 2. Complete installation of containment liner plate Pipe Restraint Embeds.
- 3. Continue installation of reinforcing steel, formwork, embeds and concrete for the Containment Exterior Concrete to elevation 714'.
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- 4. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the Secondary Shield Walls to elevation 605'.
- 5. Continue installation of reinforcing steel, formwork, embedded
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metal, conduit and process piping and concrete for the Primary Shield Walls to elevation 612'. .
- 6. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Letdown Cooler Walls to elevation 631'.
Facility: TURBINE BUILDING #1
- 1. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Main and Auxiliary Bay base mat.
- 2. Complete installation of the T/G Pedestal Deck structural truss, begin installation of reinforcing steel, formwork, embedded metal, conduit and process piping.
- 3. Continue installation of reinforcing steel, formwork, embedded I metal, conduit and process piping an. concrete for the Exterior
-Wall to grade.
Facility: YARD AND MISCELLANEOUS STRUCTURES
- 2. )
- 1. Continue installation of reinforcing steel, formwork, embedded -
metal and concrete for the Circulating Water Building base mat and the Service Water building base slab and walls to elevation b' 'j 600'.
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QUARTERLY REPORT Page 5 ("') . Facility: SUBCONTRACTS
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- 1. Continue erection of the Makeup Pumphouse and River Intake S tructures.
- 2. Continue erection of the Units 1 & 2 Condensers.
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- 3. Complete installation of Unit 2 Dome HVAC Duct. -
DECEMBER 1976
- 1. Continue installation of decking, reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the control Tower area walls and slabs to elevation 659'. l
- 2. Continue installation of reinforcing steel, formwork, embedded i metal, conduit and process piping and concrete for the Fuel l Pool area walls to elevation 659'.
- 3. Continue installation of decking, reinforcing steel, fornwork, embedded metal, conduit and process piping and concrete for the Radwaste and Equipment area walls north of the Fuel Pool to elevation 659'.
- 4. Continue installation of equipment, large and small piping in
{ f)\_,/ the elevation 568' through 614' levels. ;
- 5. Continue installation of electrical equipment in the elevation 584' level, begin installation in the elevation 568' level.
l Facility: CONTAINMENT BUILDING #1 1
- 1. Continue Dome Liner final alignment and production welding. l l
- 2. Continue Liner Plate second lift alignment and welding.
- 3. Continue the installation of the Air Purge and Main Steam Pipe Restraint embeds.
- 4. Complete the installation of reinforcing steel, formwork 1
and embeds for the Equipment Hatch pourback.
- 5. Begin the installation of reinforcing steel, forework and embeds for the Containment Exterior Concrete to elevation 673'.
- 6. Begin the installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the R.V. Pedestal to = j elevation 602'. '
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QUARTERLY REPORT Page 6 O b
- ( ' Facility: CONTAINMENT BUILDING #1 (Cont'd)
- 7. Complete the installation of reinforcing steel, formwork and concrete for the Shield Walls against the liner plate.
-Facility: CONTAINFENT BUILDING #2
- 1. Complete installation of Dome Spray and H2 Vent Piping.'
Complete Leakchase, Penetrations and Attachments. Install Dome and begin final attachment weld and leakchase.
- 2. Continue installation of reinforcing steel, formwork, embeds and concrete for the Containment Exterior Concrete to elevation 724'.
- 3. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the Secondary Shield Walls to elevation 605'.
- 4. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the.Primarf Shield Walls to elevation 630'.
O 5. Complete installation of reinforcing steel, formwork, embedded
- (' b metal, conduit and process piping and concrete for the Letdown Cooler Walls to elevation 631 '. -
Facility: TURBINE BUILDING #1
- 1. Continue installation of reinforcing steel, formwork, embedded I
metal, conduit and process piping and concrete for the Main and Auxiliary Bay basemat. l
- 2. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping for the T/G Pedestal Deck.
- 3. Continue installation of reinforcing steel, formwork, embedded metal, conduit and process piping and concrete for the Exterior Wall to grade.
Facility: TURBINE BUILDING #2 1
- 1. Continue erection of Structural Steel. l Facility: YARD AND MISCELLANEOUS STRUCTURES ]
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l 1. Continue installation of reinforcing steel, formwork, embedded metal and concrete for the Circulating and Service Water Building l [N Walls to elevation 600' ,t %., l- 2. Begin installation of the site Sewer System Lif t Station.
. ! ~, p l QUARTERLY REPORT Page 7 l(, Facility: SUBCONTRACTS
- 1. Continue erection of the Units 1 & 2 condenscrs.
- 2. Continue erection of the Makeup Pumphouse and River Intake i
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John Slifer
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Quality Control Receiving Engineer John Slifer has a Bachelor of Science degree in Nuclear Engineering. Previous work experience include startups, testing and coordination of construction testing at Tennessee Valley Authority's Sequoyah Nuclear Plant. Bechtel Power Corp. Quality Control Engineer - QC Receiving Inspection of safety related equipment and material. t<O . I I*g
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C . Walter Fish Welding Quality Control Engineer
' Awarded a high school equivalent degree and has conpleted various weld-ing, prin't reading and non-destructive examination courses. He has been a boilermaker for '13 years and has welding experience with pipe, tub.ing and plate natorials. He has worked as a supervisor on large and small boiler installations and repair where he was responsible for the welding and NDE inspection for quality of workmanship to applicable boiler code requirements.
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Joe C. Huron
- Quality Control l!alding Engineer '
;: ? . . l Mr. Huron is a .high school graduate with three years colleqe training in petroleum industry courses. He has~ 28 years experience in welding, l
non-destructive testing and welding inspecti~on. He has previously been l J qualified as a ASilT Level II Radiographer, liquid penetrant, magnetic I particle, ultrasonic and leak detection examiner. ~ He has experibnce in h qualifying welding personnel and precedures. He has been qualified as a welder to ASME Section IX Code. ! J' . i . r
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C Oe r . C Russell Matthys
- Quality Control Nelding Engineer High School graduate viith one year of college in general studies. Re-ceived his non-destructive training in magnetic particle, liquid penetrant, ultrasonic and radiography tihile in the US ?!avy. After discharge from the flavy he tras employed by United Engineers and- Constructors, trained and qualified as a Quality Control llelding Engineer on t;uclear Construction.
Employed by UESC for.2% years until his hire riith Bechtel Corporation. Duties included vielding inspec' tion and ilDE of large and small pipe. 1 !(' . =t g b - }
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g i Ronuld D. Phillips ) Quality Control !!ciding Enaineer - i .. i i i-Mr. Phillips is a high school graduate with one year of college in ) general. studies. He has 3h years of non-destructive examination exper-ience as a ASNT Level II in radiography, magnetic particle, liquid
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- penetrant.and weld examinations with 15 years as UDE Supervisor with Peabody Testing.
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( t Charles J. Groat , Quality Control Pipe /ilechanical Engi.neer . Graduated'from high school in 1958', discharged from the Navy in 1964. l Detailed work experience is as follows; worked for Roberts Automatic Products as a Machinist. He also was employed with flational Valve and Manufacturing Company as (Field Quality Control on fluclear Class Pipe). Duties at flational Valve and itanufacturing Company included receiving in-spection, weld rod control, welder qualification records, flDE on welds (Level II), inspection of pipe being installed and lead inspector in (, -) containment buildings for the erection of pipe. Ilhile working for National Valve he received a diploma in Total QuaJity Control, course stemed from a program for Total quality Control Technology. J e l l
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- Frank J. liahala Quality Control Pipe /ilechanical Eng,ineer ,
j High schpol graduate with eight years experience in mechanical / pipe in-
.spection and related activities. The last three ye'ars has been in the
- nuclear construction field as a lead quality Control Engineer covering ,
, the inspection of all safety related mechanical equipaent, piping and hangers for a nuclear power plant. Responsible for interfacing with the client during the turnover of pipino and equipment for s.tartup.- j . I l f 1 1 J e 4 1 W i 1 1
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John F. Spence . Pipe / Mech. Quality Control Engineer Graduated from High School in 1943, two years Busin'ess flanagement. Worked Ai,rcraft flanufactures 1950 thru 1961. Sub assembly and component to flight line checkout for flight. .Within this was component inspect-ion and checkout of aircraft for. flight. Engineering Field Representative
- Overseas assignment to handle inspection and maintenance problem of the Airforce.
From 1961 thru 1974 Reasearch and Developement of Rocket Engineer and mis-( siles. Systems instrumentation and calibration for test operations. Cape Kennedy assignment for 8 years in launch operations. l
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( Michael E. Foote Quality Control Civil Engineer - l Mr. Foote is a graduate of Michigan State Uriversity with a Masi:ers Degree in Civil Engineering. While in college he worked part-time and summers with Wolverine Engineering acting as a draftsmen designer and surveyor. After graduation Mr. Foote acted as a Project Designer and Coordinator for l Edmands Engineering . working in the field of municipal and county engineering. He then was a Civil Field Engineer on the construction of the Midland Nuclear Plant.
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While working with Brown and Root, Inc. on the construction of a nuclear ' powerplant he had responsibility of temporay facilities concrete supply sub-contract, jobsite cadweld materials, liner plate subcontract and was area engineer in the reactor building.'. Presently worliing with Bechtel Power at flidland as Aux. Bldg. Area Civil QC Engineer. Along ~with area respons.ibili ty, his . duties include rebar dowel reinspection, revising Quality Control Instructicas and coordination with other discipline QCE's. t'% !( V . A.
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1 Alben Lamach Quality Control Civil Engineer 3 . i i Al worked 'as a surveyor for 19 ye.ars with Bechtel'and other companies. Al has five years of Quality Control experience - three years of tthich l was on a Bechtel fluclear Power Project as a Civil Quality Control In- , spector and 2 years with Mining and fletals Division as the only, Quality Control Inspector on the project. t
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.g Don E. Plowman Civil Quality Cont'rol Engineer n - +
Don E. Plowman graduated from Oregon Institute of Technology with a Baccalaureate Degree in Civil Engineering Technology. He has nine years of construction experience. llis last job was for Bechtel Refinery and i' Chemical Divison where he was a Field Engineer. Among his duties as j a Field Engineer he was the Quality Control of Civil,itechanical and Piping in Plant No. 5.
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4 i Rodney L. Valentine ' i-Quality Control Civil Engineer a 4-Rod has 21s years of Bechtel Quality Control Civil Inspection experience on the FFTF Project in P,ichland, !!ashington. Rod was involved in in-t - j spection of concrete placement, post placement, and testing. Also struct-4 l ural steel and coating inspections. - i i . oO 4 1 1~ , 1 - l +
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(9 .. l( lk Glenn Y. Yeisley Quality Control Civil Engineer Glenn gra,duated from Lehigh University in December 1974 with a BS degree l in Civil Engineering. Prior to graduation Glenn worked for six months for E. L. Connell and Ccmpany (independent testing lab) as a laboratory technician. Followino graduation Glenn worked as a laboratory technician and civil field inspector. t W
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t v i Charles K. Kasch Civil Quality Control Engineer - Bechtel Power Corporation Mr. Kasch was graduated from college with a BS in Civil Engineering. He has over twelve years- Quality Control experience in power plant and re-
. lated heavy construction.
Mr. Kasch was at Midland during the months of August and September 1976 to assist the Lead Civil Quality Control Engineer. His permanent assign-ment is chief of the material testing laboratory at the Hope Creek Nuclear plant. Previous- to this assignment he served as the materials lab chief and subsequently the night shift Quality Control Supervisor at the Limerick nuclear plant. From 1964 to 1973 Kasch was involved in laboratory and Civil Quality Control activities on hydroelectric powerplants and associated heavy construction. e 9 e 4 S tg ( A
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Benjamin T. Cheek Lead Civil Quality Control Engineer - - Job 7220, Midland .1 & 2 t
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M.r. Cheek is a high school graduate and has been employeed in various con-struction and inspection positions for the past thirteen years, the last nine years with Bechtel. ' Mr. Cheek supervised the Materials and Testing Lab and was the Resident Inspector on three station contracts during the construction phase of the Bay Area Rapid Transit, San Francisco from Nov. 1967 thru April 1971. l ("'N From May 1971 thru Oct.1973 Mr. Cheek was assigned Lead Civil QC Engineer j (\_-) on the Peach Bottom Atomic Power Station, Delta, Pa. From Oct.1973 thru Aug. 12, 1976 Mr. Cheek was assigned tc the SFHO Quality Control Staff, , where he was involved in personnel technical training and inspection plan-ning and acting project supervisor for the Pebble Spring Nuclear Power Plant, Jcb No. 10363. 0 e
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O ~. Q. - t . RESUME FOR J. RUUD Education: P.A. degree.- University of Texas at El Paso-
. Licensed struct'Jral welder - 1970 to pres'ent. -
Licensed Building Inspector - Concrete. Structural steel and welding for L.A. County and L.A. City,1970 to 1971. Building Inrnector - liigh-rise construction for A.E.T.L., Inc., 1432 Potrero Street, So. El Monte, Calif. 1971 to 1974 Assist &nt Lecd Civil Quality Control Engineer for !!uclear Construction - Susquehanna. April 1974 to February 1976. . (. . April,1975 to present - Q.A. Engineer - licpe Creek Nuclear Generating . Station, lieu Jersey. e G l 1 i l i < l
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E mCATIOnz. USXL N2w. Yori: University, 1957' - ts(. p ProfecciocAl En~ince :, State of Caliiornia,.1976 Qulified 1935 Auditor, General Atomic,.1975 -
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q October 1973 to Data - Tehtol Pow.er Corporation, Sem. Frc.=cisco P;sitinit - QAE, QA Man :r.c:.ont Staff' (1/75 to Date) f h QAE, FFTP Prcj act (10/73 to 12/75)- 1 Dat.i*s - Responsible Dr planning, proprction..and- conductics of rI i~ Quality Assurance Audits, Audits conducted includo (cf.
. 20 Supplier b dits and sevee. Product Aucitr, for the-PFTP Project 0,) t.t-cr Construction..Sica Audito and. cir,htl 3 97t:0 auf.itr.-er Projects and. centralized fue.ctions. I-Participated in above auditr in capacity of rec =r I (s\
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t June 1959 to September .P]73 - Aeroict Cencrci Corp Sacret .to, Cclif. , j t P sitions hold - (a) Ennefacturing Eq,ineer (b) ECf Enginear ccd !: ' (c)- Pmr..rc:;r Supervisor - I t Deses: - (a) consion.5 c.f settins. v7 a filcmant winca:; facility (b)- RcVic.c r F tmncWdiances, dctor: tining d10po:::itionc l estchHrhing cause c=d. cornetive actionc, and (c) 1 Plaans.v:; .tae n:enitoring ner.1 progrces; ccedaliching objective.n., tootcr and cchedules,. ; i 1950-1959 - Eachinery W d.".dern . Inc. , Ueir Yo rk : I Tewition - Plant Mance.:r { Daties. - Responsibir; Mr all canufceturinn and incpection.cetivitics l of ther .plac.1, ':hich ws fcbricating hardesro ced egenercts for both ..kircr af t attd. Maclear Sub=arinc industry. Prior to 1930 - Al'1 cc- J w. :x.nt in Irc1:nd. i
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M. E. STAM
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( , ; - t .i l1 s- ,.r-EDUCATION G ra.inate, Granite High School, t !:::
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'Nted Association of Journeymen and i r ' ': .' U 's ?.
f '~' A;yrentice Plumbers and Piperitters of ,i h the United States and Canada . . MU-PROFESSIONAL Member: U. A. Ikeal Union 57, Salt Lake City, Utah. - DATA PRESENT 'lince joining Bechtel in 1971 as a Sr. FWE, has worked ACTIVITY progressively as a Sr. FWE, Lead FWE, Engineering Specialist and Supervisc;r (Welding) Engineer. of Field Y/ciding Services Section. Current duties and respon-aibilities consist of advising and consulting with project engineers and construction management regarding ficid
- felding and code prob 1 cms. Also provides troubic shoot-ing assistance to jobsit'es relative to field welding and documentation problems for TPO. In addition, provides technical direction and guidance to construction for .511
. field welding, heat treating and fabrication performed by TPO. His dutics also include the ac.mupmlation and correlation of welding and equipment data from all plant construction sites for the pupose of standardizing weld-p in;; techniques and equipmcr.t throughout the entire Bechtel i \] '
c i ga nization. Provides to TPO, support for training, go alification and coordination to field welders and field , , v elding engineers after they have been assigned to the jobsite. He also participates in jobsite audits for ASME components add welding in coordination with QA/QC e ngin e ering.
. PRIOR Sixteen continu~ous years as a pipefitter welder working EXPERIENCE on various and divel se construction sites throughout the United States. During this period of time on several con-struction sites he served in the capacity of-piping foreman vid general foreman and had direct responsibility.for the.
, :mpervision of craftsmen under his direction. He was Mso' actively engaged in union affairs and served as a ~
member of the Executive Board and was elected to serve hr the capacity of President of Local Union Number 57, S.,lt Lake City, Utah. December, l'975 ?M'&QCS r, l A {[U} ' 1
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October 9,.197. l,',, ., f.
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Resume of HARIRY B,. NOI;.M.IS - Prior to joining.De htet in. October,1973, Mr. Norria uco crnployed a.t Gilbert. Assoch ics for two yearn acring which tirne he perfor'med. various function'2 r. 3 a Qualit'j Assure.nce En3 ince-r in the prepa-ratdom of PSARrs, QA Pla. ,. and GA Manuals; in the QA evalustion of design and procuroment. <iccuments nad- in Sw pcriormanco. of audit 5 of de-sign and NSSS net dlias. ' In. addition, he.. reprocen%d the cornpany in. ! rohttiona_with ciimita. , l
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Previously, Mr. Marris had 'corved in-variono quaII5f reicked capic.-~ ities:
. o Qcality C :n:.rol Manager for 8. yccra at a m Jor steel casting.
tnanr.fa ctu r c r, General Staai Industrico, where he directed , Quality DS.ncering, Nondectructive 2xamination,. and Incpec-tion. He r.ho reprocented t'w core;pany in q==.lity discussions, with..the- curtorners. o Staff Men.hcr of the Uniiversity of. California for four year::r im nuclear recct.or and weapons technolog'f at their La Alamon ScientiGm !.-horatoricc. o AccocL-M 'with Altib-Ch Imern ' Manufacturing Cc for 22 years ir "" dity functions involving tito mn.ntfacture of acch. cquipm< r ' no i:crbino-gonemtors, condcasera, pn:::po, prec-sure ve u r.9 s.. transfor:r.o rs, motorn , and other piecen of-heavy ent:ipment. His finni pooitior<ct AC wac Superintendent. of Inspece:n. Mr. Norris' cd : - 'eni finchcround etarted wit.h.a 2achc5cr cf Science. Degree at the Unheraity of V!icconcia c.nd continued withc gr duate studies in.me.* 'b : p and refrecher cou::ca 1. Wolding 2ngincaring. % s P.r.1: orris has f: tr$nned an c Qus.71ty Assurance D.nin=ce,. Project
., Quality Ar4urnsr- e : cuee I.nginear, and mas: ~cconcly 'as Quality t.scurance N') Supurvisor
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