ML20090L939
| ML20090L939 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 08/31/1976 |
| From: | CANONIE-D'APPOLONIA CO. (SUBS. OF CANONIE, INC.) |
| To: | |
| Shared Package | |
| ML17198A223 | List:
|
| References | |
| CON-BOX-04, CON-BOX-4, FOIA-84-96 NUDOCS 8405260120 | |
| Download: ML20090L939 (134) | |
Text
{{#Wiki_filter:_ F n 2 o. c O lo I..s-m S l Mf18 CONERUCTION CO. / P.o. sox sce / UA 31 a u 43 / scv7H maven,4tCMsGAN 40000 / (616) 437 1171 q l 1 QUAITJT AFAURANCE RWAL FOR MIDI /JD NUCLELR POWER STATION \\ BECHTZL POWER CORPORATICN FOR CONSTERS POWER COMPA3T AUGUST, 1976 B CCETSCILED CCPT 3LN INCON1'BCI1Z3 CCPT t a s 1 SB178730 E r a Eereenoving / Piling and Caisson Founostiona / Power Ptant Construction An feuelConertwiry Ein:Soyer ~' 8405260120 840517 PDR FOIA RICE 84-96 PDR
l I l = m. C Car 1Cr15 cosiituencN co. / ro. sox soe / u.s. si a us / sourn wavam. usc>.;cAu acaso / <sisi ss7.itti STATEMENT OF PCLICT A Qisality Assurance Program has been established by Canonie Construction Co. and shall be applied to all work for which it is required, either by code, contract or regulatory requirements. The Quality Assurance Fiwi_ has been developed to conform to the require-monts of Title 10, Code of Pederal Regulations, Part 50, Appendix B and the American National Standard Quality Assurance 7mi Requirements for Nuclear Power Plants. ANSI N k$.2-1971, as these standards apoly to the scope of work of Canonie Construction Co. Quality Assurance Policy and Direction is set by executive authority and decision at my direction. The Manager of Quality Assurance has the authority to implement the Quality Assurance Program and to assure full coup 11ance with all requirements thereof by all concerned personnel. Purther, the Manager of Quality Assurance has the responsibility and the authority to make the necessary changes, amendments ani supplements to the Quality Assurance Program to insure its couplete adheraner to all applicable codes, standards, regulatory and contractual requirements necessary for the satisfactory execution of all work. 'b s - / 2":7"3Quamy
- ."no;fAstru.<rra Co.
Assurance = l ) I I \\ I l j 5D1787S1 ) i Earthmeving / Pfling and Caimon Ptundations / Power Ptant Construction An IqwlConerneiryImpleyw -n.
/ Section *ndex NUCI, EAR C' QUALITY ASSUP.A.3CE Revision 1 Date 9 19 77 ANONI3 l~~ ? 2 2./). e. 1 / 0. /. lo rate 11 Index 9 7.,7.O *C,,2.AO
- h A Revision F,,gg, Date 1.0 Introductica 0
11 8 76 2.0 Administration of the Quality Assursace, Quality Control Progres 0 21 8 76 2.1 Crganization 0 21 8 76 2.2 Manager of Quality Assurance 0 23 8 76 2.3 Quality Assurance Engineer 0 2k 8 76 2.k Quality Control Engineer 0 2.h 8 76 25 Project comunication 0 2.$ 8 76 3.0 Quality Assurance Progres 0 31 8 76 3.1 Quality Assurance Standards 0 31 8 76 3.2 Maintenance of Quality Assurance Masual and Standards 0 32 8 76 3.2.1. Control of Copies 0 32 8 76 3.2.2 Distribution of Documents 0 33 8 76 3.2.3 Revision of Doetaseats 0 33 8 76 o 3.3 Quality Aseursace Audits 0 3.k 8 76 i 3.3.1 Quality Assurane's Internal Audits 0 3-5 8 76 3.3.2 Pregualification Audits of Subeostreetors 8.f6 and Sybeontractor Surveillance 0 37 3.3.3 Audits by others 0 37 8 76 3.k Quality Assurance Records O 38 8 76 3.k.1 Audits Reports'and corrective Action 0 38 8 76 i 3.k.2 Maintenance of Records 0 3 10 8 76 3.k.3 Providing of Records to others 0 3 11 8 76 3.5 Proeurement Doemt Review 0 3 11 8 76 i 3.6 Trainias of Persomaal in Quality Assuranee/ Gaality Control estivities 0 3 13 8 76 3.7 Hamagement Review of Progres 0 3 15 8 76 k.0 Quality control Progren 0 k.0 8 76 k.1 Introdnetion Governing Projest Doeuses@taEC EIV E,.% 0 k.1 s.76 k.2 Control of Project Deem 4,,# 0 k.1 8 76 k.3 k.h Establishment and Implanostation of the 0 L2 8 76 IsePeetion sad Teestag Prog"0CT 111977 u.:Hrn Powsn conP. 5H178732 .ic: 7220 ......... N A f[.......
Section !.9dex ,g g QUALITT A38t M CE pevision 1 PROGRAM Date 9-19 77 ANON!G p 7230 = C 2/O - / % Pete 111 -- ( Indes Revisies M M 0 k-3 8-76 k.5 Cascing Inspecties and Testias Progres 0 kk 8-76 k.6 Calibraties of Measuring Equipnest k.7 Centrol of Purehased Materials ase Pquipment 0 k-7 6-76 0 k-8 8-76 k.8 Spoeial Pre'eees Verk 0 k-9 8 76 k.9 %dity Centrol Decaments k.10 quality Centrol work Performed W othere 0 k-10 8 76 50 kamples of Quality Assursase/ Quality Centrol 0 5-o 8-76 Deenseets and Freeeduree 8-76 Appendia A - hample of Internal Audit Cheek 11st 0 8-76 i .Appendiz 3 - hample of Suesatreetor Pregudificaties Audit 0 Cheek list 8 76 Appeediz C - hample of a quality Centrol Procedure 0 6-76 0 Appendia D - hample of Cdibration Procedure ( 8-76 0 Appendia E - hample of Deviatten Peru 6.0 Addendum to Qudity Assuranee Masud 3 6-1 k-5-77 Chenees 3 6-2 k-5-77 3 6-5 k-5-77 supplements i 3 6k k-5-77 Osality Centrol 7.w ;; l Deeumont central 3 6-5 k-5-77 Identifisaties & Centrel et Material, Parts & Capeests 3 6-6 k-5-77 i Wee-Canforming Meterids Parts and Composeats 3 6-6 k 5-77 Corrective Asties 3 6-6 k-5-77 t taality Centrol Roderes 3 6-7 k-5-77 k 6-4 9-19 77 .Aa41ts b 6-4-A gf-19-77 l Audits Pisure 1 3 6-9 h-5-77 3 6-10 k-5 77 Piques 2 ( Pieure 3 3 6-11 k-5-77 Pigere k 3 6-12 k-5-77 Pisure 5 3 6-13 k-5-77 Pisere 6 o 6-1b 9-19 77 SD178753 ~ ( a,... ,7f.g.A 4 9
./ g CSMCMIS CONTTRUCT1oM COMPANY /Fo, sox ses /u.s. 3t a u.43 /soum maven. WicHIGAN m /leist sp.t171 .2fALITY ASSURANCE MANUAL 1.0 INTRcDecrION This manual has been prepared for the purpose of presenting the Quality Assurance Program which has been, adopted by the canonie con-struction company and shall be applied to all quality related activi-ties.* Thus, the canonie Quality Assurance Progreat shall he applicable to all work for which it is required either by regulatory or contractual ocessittments. This annual is inteaded both to provide regulatory agen-cies or clients with a descriptic.1 of t!ue canonia Program and how it' is i implemented and also to provide canonie personnel guidelines on how the program is to be implemented during the course of work. This tannual has been developed to fulfill the requirements of 10crR30 W M w a where it applies to the scope of wrk performed by canonie. The canonie Quality Assurance muual is intended to provide a gen- ) ermi statement concerning the irplementation of this Quality Assurance Program, specifics concerning the actual performance of the Quality 1 Assurance work are contained hereint however, the specifics of Quality control work are contained in Manuals of Practice developed by canonie. Za general, these Manuals of Practice are to provide guidance for canemie personnel reisting to daily quality related tasks for our activities. The Quality Assurance Program described in this manual is fully. l', ondersed by the management of canonia construction cesapany. Objective 511173734 Reed sweae / Pwadmen PilW / Ewth Mmeg / C++ men Omhag / Mwee Ceneuvetdn M ton onnenmr twere ~ 8
~ ' ~ = s CSr1Cril5 con 5NUCDON COMPANY /P.O. Fox 500 /tJ.s. 31 a M 43 /SQUfM MAVEN, MICHIGAN m /(gig) g371171 ~ evidence of th11 is shown on the inanual ap3roval sheet by the acceptance o of this manual as ccanpany policy by the President ' f Canonie. a
- In geess x1, quality Mated activities shall bework wb.ich is Am4rined as Clt.ss I as dah w by the USNR,C. This 16 4.m will be extended to Class II or other work as contractually required by the client ci-owner.
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c g CST 10!18 CONSTitUCTION COMPANY /P.O. scx 50s /u.s. 314 u43 / SOUTH HAVEN. MICHIGAN 4 000 /(6181 837 1171 2.0 ADMINISTRATION OF THE CUALITY ASSURANCE. QUALITY CONTROL PRCGRMt 2.1 organization Figure 1 presents the organizational structure within canonie for the operation of the Quality Assurance Program. This organ 4vai:1on chart is only intended t'o show the relationship of the Quality Assurance Staff to the Project Staff for a specific project. Independence of.the Quality Assurance Staff is assured because the on Site Project Manager has no control over the = haes of the Quality Assurance Staff, nor can the On Site Project Manager or Construction Manager invalidate the
- 4*d4*gs of the Quality Assurance Staff.
Within this organivational structure the responsibilities for Quality Assurance and Quality Control shall be as defined by ANSI standard N45.2: QUALITY AS3URXTCE: "All those planned or systematic actions necessary to provide adequate confidence that an item or a facility *rd 11 perform satisfactorily in service." g!,ALITf coNracL: "Those Quality Assurance actions V.-ich E P ovide a means to control and measure the characteristics of .en item, process or facility to established requirements." Thus, Quality control is intended to be the execution of
- i daily activities, such as inspection, to established proceedures to assure compliance of the work to the pertinent specifications and/or regulatory requirements.
.v 5B178736 / no e suissic, / Found. con riring / serm Mo.ing / comon eril:In, / uerino construsda An led 0powrunity Emswayer- ,v-- w~~,w-y v----
2-2 MITS CONSTRUCTION COMPANY / P.O. SCX SQG/ UA 314 M-43 / SOUTH HAVEN. MICHIGAN 4 080 / (8141 837-1171 TICE PRESIDENT MANAGER 0? QUALITT ASSURANCE CONSTRUCTION MANAGER QUEITY ASSURANCE / DGINEER / / / / ON SITE PROJECT MANAGER / / \\ / \\ / \\ / \\ / t / QUALITY ASSURANCE PROJECT ENGINEER QUEITY CONTROL f ggg g nGaE, 1 l l PROJECT STAF? QUALITY CONTROL STA 45ggdagh j l i -INDICATES LINES OF COMMUNICATION l INDICATES LINES 0? RESPONSIBILITY S0178797 \\ f; a ~ J 1 FIGURE 1 ORGANIZATION CHART l need suilding / Foundation Priing / tarin Moving / Cai on oriisine / uarin. Cons:metion An sousi casemnwry sowever -s ~ +
- = _. _ _ _ _ _ _. _ _._..c L. Cancnle CONSTRUCT 1oM COMPANY /P.o. sox sos f u.s. 31 & M43 / south NAVEN. MICHIGAN 48000 /(61818371 Quality Assurance shall be an organization as defined in Figure 1 which is not res - s4%1e for any project related activities such as s h 14"c or cost. Rather, the Quality Assurance Staff shall be independent to determine, through scheduled er unscheduled audits, if the Quality control Staff is fa1*4114ac its obligations fcr the proper conduct of quality related activities. 2.2 MANAGER OF QUALITT ASSURANCE As shown on Figurin 1, the r*===4 e Vice President - Manager of Quality Assurance is assigned the overall responsibility for all activities affecting quality within the scope of project work assigned to canonie - both Quality Assurance and Quality control. As such, the Quality Assurance Staff will be directly responsible to this individual for the reporting of all quality related problems. The implementation. D of the Quality Contrcl Program shall be the responsibility of the i j Quality centrol Engir.eer. Further, the Manager of Quality Assurance is., responsible for the preparatien and am wv4 of g wc.dares or standards -i insed by the Quality Assurance and Quality. Control Staffs. This includes j thatr implementation as well as the implementation of proceedures and j j standards contractually imposed on r*=nmie. 1 Basically, the Vice President - Manager of Quality Assurani::e j is responsible for all phases of the project: quality, =^4nistration i and production. However, the direct res==4kd14ty for production on all mam4e projects is asafW to the construction Manager. / SB178738 Road Buading / Foundation Piling / Earth Moving / Camon Drilling / Marine Construccon An Eent Onoomuiry Imo6ene _.. - -, _.. _. l
o g \\._ ' Cod 57RUCnoN COMPANY /P.o. sox ses /u.s. 31 a nu1/ SOUTH HAVEN. MICMtGAN 4 2.3 QUALITY. MEBAN 2_DEip112R i As stated, the Quality Assurance Engineer and Staff are directly responsible to the vice President-Manager of Quality Assurancs. Each project requiring Quality Assurance activities will be assigrad to a Quality Assurance Engineer who will be responsible for this imples;entation of the Quality Assurance Program as described in this manual. These responsibilities shan include the se u14ng and con ' ducting of audits, preparation of audit report.s for the project and the authority to stop quality related work on a project,-d4ng review and resciution basis by the Vice-President - Manager of Quality Assurance. 2.4 QUALITY C0177ROL ENGLTdER The Quality control Engineer shan be directly responsible for the on site execution of the Quality control Program. Quality related items shan include the daily inspection and testing work which must be performed as prescribed for the project end the resultant preparation and maintenances of Quality control records. In egeneral, the duties of the Quality control r:2gineer and " staff shallinct involve a responsibility for pro (.uction. The actual i supervision of work shan be the res=a_=4%414ty of the On Site Project Manager and the personnel assigned thereto. Exceptions to total separation of production and quality re-1 lated activities shan be for work such as surveying or sc,.ervision of backfill. In these cases the activity shall be responsible to both the Quality Assurance Engineer and the Cn Site Project Manager as shown in ~ Figure 1. However, for these events the On Site Project Manager cannot instruct the personnel perfam4ag the work to not comply with quality requiram uts. SD178793 Road su*hae / Fouamenon ruing / Earm Moving / casson erinine / uanne canaruction An Eeuer onoormnery Eawever . - - - - -, - -. --. - - - - - i
2-5 C STICTVS CON RUCTION COMPANY /P.O. sox see / UA 31 a u.43 / south HAVEN. MIChtGAN 40000 /(0161 637 1171 2.5 PROJEcr COMT!TICATICN Referring to Figure 1, lines of ce- -4 cation are shown be-tween the on Site Project Manager and Quality Control Engineer and the J Quality Assurance Engineer and staff. For the Quality Assurance / Quality Control P.w.-- to be truly functional these lines of -4 cation unst exist. The Quality Assurance Engineer and Staff must be available to the Quality control Staff to aid in the interpretation of the Quality Assurance Program and procedures, standards or regulatory requirements should the need ariss. conversely, the Quality control Staff shall in-i form the Quality Assurance Engineer and Staff, or the Vice Presidest-Manager of Quality Assurance, if pechlems arise in the daily execution of the cuality control Pr%* Such occurrences could be the determ-ination of an error in project specificatiens or drawings, an inade-quacy in the Quality Asscrance/ Quality control Program such as an inadequate 4% tion requirement, or the repeated deficiency of materini or equipnent. 3
- )
i i 3 4 i SD178800 l ~ Road Bummg / Famesnon Piling / Eare Moving / Caimon Orilling / Marine Consruenon An fouet Canoramity Enuwayr -.a-. u w.,.. ,,.,,...w-% y.
...-._...o l l M k.. CSMQMIS CONERUCUoN COMPANY /P.o. sox 50s /u.s. 214 M41/ sot.rrH haven, uscMicAN 4e000 /(4158 8371171 3.Q QUAT.,ITY ASSURANCE PROGRAM The purpose of this section of the inmLual is to describe the im-piementation of the Quality Assurance Program and the activities of the Quality Assurance personnel in executing the program. 3.1 QUALITT ASSURAPCE STARDARDS An activities within canonie that are quality related shan h governed by written w w-::: +es. These proceedures shan take the form of this Quality Assurance Manual, or as previously mentioned, Manuals of Practice for specific work items. The Vice President - Manager of Quality Assurance shan be respons-ible for the approval of an standards - whether they be Quality Assur-ance or Quality control related. Purther, ape wvel of the Quality Assurance PW , as stated by the Quality Assurance Manual, shall also o be by the President. The apysw 1 of standar.8J, such as the Quality Assurance Manual, shan make them binding upon all personnel whose work *. is affs,<.ted by them. k Quality Assurance st=Mards shall be initiated by the Manager of Quality Assurance with responsihiHty appointed to Qual 1Ey Ascut ance per-sonnel or an organization external to Na=4e if so desired by.the Manager. Quality control standards, which will generany be working or testing proceedures or specifications pertinent to a generic activity or pro-ject, may be prepared by either Quality control or Quality Assurance persor4 or external organization., However, Quality control standards shall be subject to review and syswv.1 by the manager of Quality Assurance,.or i ./ designated Quality Assurance perrennel, prior to implementation. t" 5B178801 Road Suilding / Foundation Puing / Eatin Moving / Caemon Drilling / Manne Construcnon An 10uat Onoortunity Emotoyer a.. m m ,i- , =-- e
7 CSMCM18 CoNSTRUCnON COMPANY /P.O. sox 50s /ui 314 A4-43 / south MAvtN. MICHICAN 49000 /(81 0 837 s. Activities whid may be routinely performed by cancx21e as part of inspection services on a project, such as con = rete testing, structural earthwork control or reinforcement testing, shall whenever possible be conducted to recognizei standards. Such standards shall include those. Prepared by the Americaa Natienal Standards Institute (ANSI), the Amer-ican Society for Testing and Materials (ASTM) and ' he American Concrete t Institute (ACI). Standards that are contractually imposed upon Canonie as part of a specific project shall take precedence over the equivalent canonie standards. However, prior to the acceptance of such standa.% as a contractual item, the standards will be reviewed and accepted by the Manager of Quality Assurance as discussed in Section 3.5 of this manual. 3.2 MAINITNANG OF CUALITY ASSURANCE MANUAL AND STANQARDQ 3.2.1 CONTROL OF COPIES The Quality Assurance Manual and I:anuals of Practice shall be mmhred with a distribution list of copyholders maintained by the Manager of Quality Assurance or mam M " of the Quality Assuranca Staff. " Controlofcopiesshallbesothatintheeventofrevisdenallcopy- ' bolders may be presented the revision and also to withdraw copies if necessary. Canonie considers the Quality Assurance Manual and Nanuals of Practice to be proprietary documents of Canonie and as such reserves the right to withdraw copies from internal copyholders if a che.uge in their function no 1coger requires the use of such manuals or if copies have been issued extammi1y to a client for review and such work is com-Ig plated, s 50178802 se Reed Busiding / Foundeoon Piling / Earth Moving / Camon Oritting / Marine Construction An Eeunt Oneornmity Emswayer m s-r* w-ee e- ,-,- e a w---s- -r =. -- ---- - - - - - - - - - - - - -
d s 9 \\ CET1Cril8 CONSTRUCTION COMPANY /P.O. SCX 500 /U.S. 31 & M41/SCUTH MAVEN. WCH4GAN 400E0 /(SIGI S371 s Uncontrolled copies of Manuals may be issued as part of hid documents if required for sulznittal by the prospective client or owner. If Canonie is awarded the work, the copies will be issued con-trol numbers and the client notified of this number. 'The copyhcider within the client organization will then be added to the distribution list. If canonie is not awarded the work the return of the uncontroned copies will be requested. ~ 3.2.2 DI2Dtm The Quality Assurance Manual and the Manuals of Practice shall be available to all Nannie personnel if required by their work function. This will include all mamh es of the Quality Assurance staff / and pertinent company management. As a minimnm, at least'one copy of the Quality Assurance Manual and the appropriate Manuals of Practice shall be maintained at the project site. The copyholder of these docu-monts shall be the Quality control Engineert however, they shall be available to all on site personnel for use. 3.2.3 REVISTCN OF DOCUMENf3 . As necessary, the Quality Assurance Manual and the Manuals -of Practice shall be revised. Revision shall be on an aperiodic basis dependent upon changes within the Canonia Quality Assurance Program or in regulatory requirements or in accepted standards for the performance of inspection functions. As a minienm, the Quality Assurance Manual and *he Manuals of Practica shall be reviewed by the Manager of Quality Asstirance, or a. designated==mhe of the Quality Assurance staff or ex- / turnal organization, on a yearly basis. Such reviews will be documented as Quality Assurance. Records. 3D178803 Reed suikiing / Foundation Piling / Earm Maving / Cassson critting / Marine Construenon k w anooranety tw -v- ,,,-,,-~p c. .n-.
..... a MllS CONEUCnoN COMPANY /P.O. sox 30s /us. 31 a M-43 /SQUTH HAVEN. MICHIGAN 48000 /(018) 837 1171 (, When documents are revised, all current copyholders shall be presented a copy of the revision. Attached to the revision shall be instructions for the Filing of the revision within the apg wg iate man-ual and a revision receipt. The revision receipt shall indicate the copy number and shall state that a copyholder has filed the revision as instructed and has destroyed or removed from.use and marked " Void" outdated infomation. The revision shall be signed and dated by the copyholder and h417 returned to the Manager of Quality Assurance. The receipts shall be maintained by the indiv1 dual res~a=4kie for the copyholder list to indicate the revisions have been issued and properly included in the manuals. / Revisions may take the fem of either the complete adoption of new procedures, the deletion of old h adures, or the correction of a ongoing gc-T+1m--es. Revision pages will be ncted by a line down the right band side of the page where the revision has been made and either a number indicating the revision number or the date of revisien. This is M icularly relevant to revisions which affect only a portion of a page. Finally, to ccmplete the revision, a new appwi.1 sheet shall be issued which indicates the revision number and/or date and its accep-tance by the appropriate mamhes of meie Management. 1 l 3.3 QUALITT AsstnuNCE AUDITS l l In general, canonie shall conduct or participate in three types of l Quality Assurance audits: internal audits t'e verify compliance with the Quality Assurance / Quality control Programs by==mh es of the Quality con: trol staffr prequalification audits of prospective - w tractors to verify 58178804 Rand Building / Foundation Piiing / Earth Moving / Caesson Drilling / MarmeC.sA Ar Egest Opportun/tr Empdoyer s
I a MMS CONSTRUCTION COMPANY /P.o. sox soe /uJ. 31 & M41/ SOUTH HAVEN. MICHIGAN 40000 /(8163 827 1171 their ability to fn14'411 the Quality Assurance / Quality Control func-ticus of their intended work and the surveillance of subcontractors performingwork and cooperation with clients, owners or regulatory agencies who are auditing the 'erk performed by cancnie. Each of these types of audits are discussed below. 3.3.1 QUALITT ASSURANCE INITtNAL AUDITS At the beginning of work on a project, the Manager of Quality Assurance shall appoint a Quality Assurance Engineer, or an external organ 4 vation to perform the function of the Quality Assurance Engineer, who shall be responsible for the implementation of the canonie Quality Assurance P % sam on that project. The primary evidence of the perform-ance of the Quality Assurance Engineer and Staff shall be by conducting 1 audits and $seuing the resulting audit reports. The Quality Assurance Engineer shall establish a projected schedule of Quality Assurance audits to be conducted during the course of the project work. The audits shall be scheduled at least every three months or more frequently if required by the' project activities. The - quarterly audits may be postpened only if the project schedule has been interrupted by events such as work stoppage, for any reason, or delays due to weather. In the event that a quarterly audit is postponed or cancelled the reason shall be documented as a project Quality Assurance i record. Because quarterly audits are sch'eduled, the Quality Control 1 and Project Staffs will be notified of thir occurrence. However, if in 5D178805 Road Building / Foundeten Piling / Earth Moving / Casson Orilling / Marine Construction An Eeuet Copertunity Ennweyer
1 1 1 W 3-6 w. m CET1Crlie con'~5HUCUoN COMPANY /P.o. sox ses f u.s. 31 & j the opinica of the Manager of Quality Assurance and the Quality Assurance q i Engineer, the quarterly audits are either not sufficiently verifying the l conduct of quality related activities or are not resolving quality re-1 I l lated problems than unsch=duled and unannounced audits may be conducted. Further, additional audits may be required if activities i related to the Quality Control Program are initiated or completed between l t quarterly audits. It is the intention of the internal audits to not i only provide periodic evidence of empliar.ca with the Quality Assurance PW m but to audit activities when they begin to establish that all gwcedures have had provision for cW11ance at the onset and at comple-tion to assure that all required documents are complete and properly maintained. If the aperiodic audits just discussed occur within one month prior to a sekWied quarterly audit or are anticipated within one month after the date for an upcoming quartsrly a 2dit, the quarterly audit,can be rescheduled to coincide with'this activity. The content of all internal audits shall be prepared in l advance by the Quality Assurance Engineer in' the form of a check. list. ( The checklist shall include all on site quality related activities such completien of Quality control forms for all work, completion of as: i j daily activity records, completion of all required equipelant calibra- ) { t ticas, and the proper storage and maintenance of these documents. At the conclusion of the Quality Assurance audit, the individual conduct-i' ing the audit shall conduct an exit interview' with the Quality control i Engiaear and present on a pr=14=dnan basis the 84 add **gs of the audit. h' . SB178806 Road Svinding / Foundation Piling / Eartti Moring / Caesson Ori!!ing / MarineConstruction kawommnw twee ~ O
f g @Cr115 CoNERUCTicN COMPANY / P.o. sox 50s /u.s. 31 a M41/souTw HAvsN. MICHIGAN 40000 /(SIS) 8371171 PREQUALITICATION AUDITS OF SUBCCNFRACTORS ANb SUBCONTRACTO I 3.3.2 SURVEILLANCE subcontractors employed by Canonie shall be contractually required te provide Quality Assurance / Quality control activities as required for their scope of work. The Quality Assurance activities for which it is intended that a subcontractor per'orm ehm?T be included as f part of their y A,irement document. To assure that the subcontractor can 1M1*411 these activities, a prequalification audit shall be con-ducted prior to issuance of a contract at the direction of the Manager .of Quality Assurance by a mamh=" of the Quality Assurance Staff. The preqtalification audit shall determine if the intended subcontractor can provide a Quality Assurance / Quality Control Prcpari that will sat-isfy their scope of work. In general this.hmll include testing pro-gram, equi;x a:W calibration, document ecmpletion, and subcontractor internal, auditing. However, in geneTal, auditing of the subcontractors Quality Assurance / Quality control Program'will be performed by Canonia rather than the subccatractor by the perf e mmece of Canonie conducted -aWtrac':or aurveillance audits. The surveillance audits will be conducted similarly to internal audits both as to schedule and conduct i "of the audit. All a,1dits of subc3ntractors will be conducted using pre-pared akaak14 sts in the same manner as internal audits. 3.3.3 AUDITS BT OTEERS For audits that are conducted of Canonia by clients, owners or regulatory agencies, it is the stated policy of Canonie to provide SB178807 dme suihr.as / Found cion rising / tare u. vin, / ca son Driliine,/ Mariae constructica An Ewer conoramity Emokrver
l ( f l M , C a n c nle CONbuCnoN COMPANY /P.O. sox see /u.s. 31 a u.43 / south HAvsN utCHtGAN 40000 the personnel necessary to assist in the auditing and if required exit All quality related documents maintained by canonia will intervier. be available for inspection by external auditors. 3.4 CUALITY ASSURANCE RECO.TS In this section is discussed only those records which are origin-ated by the Quality Assurance personnel. Records such as daily activ-ity logs or field inspection logs which are prepared by - k=es of the Quality control Staff are considered to be Quality control records and are discussed as part of Section 4.0. 3.4.1 AUDTP REPORTS AND CORRECTIVE ACTION At the conclusion of an audit conducted by canonie Quality Assurance personnel, an audit report ahall be prepared which includes '/ the followings sumanary of the activities audited, personnel of both the Quality control and Quality Assurance staffs who were involved in the audit, findings of the audit which shan consider both pcsitive and negative aspects, rec-Antions for corrective action, means for com-plating the rece=mandations fer corrective action if possible, a date . hen the corrective action is to be completed and the means by which w the corrective action will be verified. Issuance of the audit report as discussed in the following paragraph shall be in a timely manner and unless prevented by scheduling difficulties should be within ten days of the completion of the audit. Also, the time period. stated in d the audit report for completion of the corrective action shall be such that further deterioration of the quality related to the corrective action item does not occur. SB17ssos Road suilding / Foundation Fliias / Earth Moving / caimon criining / Marine consruction ~ An feuel Copertunity Emnweyer , -, - + - ,-v__ e
~ J I g g 40000 /(6163 637 1171 MTTS CoNbUCTloN COMPANY /p.c. ecx 50s /U.s. 31 & uas /3OUTM MAVEN, MICHtGAN The audit report shan be subnitted to the Manager of The Nanager of Quality Assurance shan review the Quality Assurance. audit report and indicate review and sy m,s1 by signing and dating the audit report which win then be maintained as a project Quality Assur. If the Manager disagrees with any of the corrective action ance record. items, it shan be so indicated on this copy of the audit report and those items vill be considered closed. After approval of the audit re-port by the Manager, copies of it aban be schnitted to the construct Hanager, the Cn Site project Manager and the Quality Centrol Engineer. Upon receipt of the audit report by the on Site project Manager and the Quality control Engineer, action'for complying with the This work sFin be completed corrective action items shall be initiated. by the corrective actica date set in the audit report and shall comply. i with the means stated in the audit report for verification of the audit It is noted that once approved by the Manager of Quality Assuz-report. Failure to do so ance the correctivo actica items must be completed. by the data stated in the aedit repert, without proper justification 4 as approved.by the Manager of Quality Assurance or the QuMty Assuran gineer, shan constituta sufficient grounds for stoppi.ug the verk activ-ities related to those corrective action items. Verification of the completion of corrective action items This may be accom-shall be performed by the Quality Assurance Staff. plished by either reauditing the items or by reviewing the documentatio suhaitted by the personnel. identified for correction in the audit re-port to support completion of the corrective action if so permitted in 5817S809 Road Svilding / Foundetton Filing / Een Moving / Carsson Criiting / Manne Construction M Egust oswortuntry Emproyer
3-1Q e J Car 10!18 CoNERUCDON COMPANY /P.o. scx sce /UA 21 a u 43 /souTM HAvtN. uscH GAN 6 /(01818371171 s the audit report. Resuditing shan be by retehg to the location of the audit for verification. If this corrective action requested in the suiit report can be resolved by the sul: mission to the Quality Assurance Engineer of documents to show completion, reauditing is not required. such an event would be, for m i le, if the Quality Assurance Engineer has requested the completion of portions of inspection records. Then, J submission of copies of the ccumpleted records would be verification. Upon verification of the completion of corrective action items, the Quality Assurance Engineer shall issue to the Manager of Quality Assurance a closure statement, indicating that the audit has been satisfactorily completed. Copies of the closure statement shall [ also be issued to the construction !!anager, the on Site Project Manager. and Quality Control Engineer. For audits, either prequal.ification or in progress sur-l valuance, ccuducted by canonie on suh.GE.ctors the euditing process will be similar. After the audit report has been approved by the Manager of Quality Assurance, copies will be issued to the responsible personnel of the subcontractor. The verification of corrective action completion 1 and a closure statement will be as stated in the preceding paragraphs. i 3.4.2 MAINFEUANCE OF RZCORDS For each project where the Quality Assurance Program is i implemented, a file of project Quality Assurance records shall be in-1 i itiated and maintained by the Quality Assurance Engineer. This file shall be separate from the project records during the course of the f SB178810 ~ Road Buikiing / Foundation Piling / Earth Moving / Casson Dritting / Marine Construenon An Grust Opportunity EnWoyer
+e . _ _._.. m s CSMCT115 CoNEUCDON COMPANY /P.O. SCX 500 / U.S. 31 & M.43 / SOUTH HAVEN, MICMfGAN 48000 /(8153 437 1 project and not available to the Project Staff. The project Quality Assu'rance records shall include the audit schedule, audit reports, audit chaak14sts,. verifications of corrective action, audit closure statements and objective evidence that other Quality Assurance activi-ties such as the training of per raael and review of procurement docu-monts have been perfor:ned. At the ccanpletion of the project, the Quality Assurance records may be included in the general project file as a separate cate-gory. These records #.11 he retained by canonie in accordance with the contractual or regulatory requirements of the project or sulanitted to the client or owner as required. 3.4.3 PROVIDING OF RECCRDS TO Cf"EERS r All project Quality Assuracc.a records maintained by cancnia tre available to clianc, owner, or reguir. tory agencies concerned 1ith i that projset as part of their Quality Assurance activitiu.
- Further, f
if requested by the cliene or cwner records for coapleted audits shall be provided as the audits are closed. 3.5 PRecJPIMENT rccTciff RE*>TEW i j To assure that procurement documents issued by canonie to subcon-i j tractors include the proper provisions for quality related aspects of the work, the procurement document shall be reviewed by the Manager of Quality Assurance, or representative if so designated, prier to issuance. It is W intention of this review to assure that the proper aspects of l ~ the Qus4.ity Assurance activities imposed on canonie by the client or- ~ owner are required of the subcontractor. caly those items which directly j bear upon the subcontractor need be imposed. 50178811 1 Road Buiksity / Foutufecion Filing / Earth Moring / Casson Orilling / Marine Construenon An Equet Canottunity Enpoyar er w _..,,.. -, + ..m, _+ y.
l ~ l l ..___. c l l 3-12 CEUQlE CCN57RUCT1oM COMPANY /P.o. scx soo /u.s. 31 a h643 / SOUTH HAVEN. MICHIGAN as000 /($16) 8371 Procurement requirements may take many foms dependent upon the intended scope of work to be perfomod by the subcontractor. For ex-emple, mnemia could require the full implementation of 10c2R50 AFA4w B upon a suhi.ructor or merely the daily submission of records. In general, the warement document will require the <-=14h tien of mees-t ~ uring equipnent, the ccarpletion of test records, the completion of field activity records and the maintenance of these records. In addi-tion, Nnevn4e shall require that the suleractor provide canonie or the client, owner or regulatory agency access to the sn M atractor's facilities and quality related records for the purpose of auditing. Conversely to the review of procurement documents issued by canonie, the Manager o'f Quality Assurance or his representative shall review all precurament documents issued to canonis for quality related items prior to their acceptance by c=~ =_4e. This review is to acure that all quality related items are understood and are properly within the scope of work to be perfor=ed by canonie. It is hoped that during the con-tra'etual r.egotiatiens a:d when the review by the Managar of Quality Assurance of the proposed procurement document is comp 1sted that all quality items are resolved prior to the start of work. Evidence of the review of procurement documents by the Manager of l Quality Assurance or his representative shall by signing and dating the t j copy that is reviewed. If possible, this document shall be maintained as a Quality Assurance record. An alternate will be the maintenance of the signed copy in the project files. j ~ 7-58178612 l 1 Road Building / Foundation Filing / Earth Menng / Casson Drilling / Marine Construction An fouet Canernuw'W Ew r n-, r - +.--- <----------.J
~ MITS CONERUCT1oN COMPANY /P.O. sox sos /UA 31 a M / south HAVEN. MICHICAN 430 3.6 TRAINING OF PERSONNZL IN CUALITT ASSURANCE /CUALITY COFfROL AC AvA11ES Prior to the initiation of a project, a meeting will he conducted by the project Quality Assurance Engineer with the on Site Project Mana-ger and all personnel performing or affected by Quality control activ- .ities. The purpose of this meeting shall be for the Quality Assurance Engineer to discuss with the Project and Quality Assurance Staffs all. I quality related aspects of the work. This will includes a review of the pertinent portions of the Quality Assurance Program as contained in the Canonie Quality Assurance Manual, a rev1sw of the Quality control asps. cts which would include both =d=4"4 strative and technical aspects of the Quality Assurance Manual and the pertinent Panuals of Practice, f-and the project contractual requirements and specifications. The re-view will include testing requirec:ents, testing and inspection frequency, equip:: ant cA14Wtion and freececcy and the prep:sration and red.ntelanca o of project documents. A project Quality A.ssurance racerd shall he pra-pared after this meeting listing the attandees, their functicn and them i f subjects disc ssed. l Pararmn=1 assigned to pe,rform either Qualf ty Assuranca or Quality i control tasks shall be experienced to properly perform their function. The overall res-a=>'h414ty for the tr=4a4ng of personnel shall be vested with the Manager of Quality Assurance. The Hanager shall be responsible j for appointing personnel to functions within the Quality Assurance or-genization who have d = "=trated a cap =k414ty to perform this work. Further, the Nanager of Quality Assurance has the right to approve or t j ( -: prevent the assi r at of personnel to Quality control functions..* SB178813 Reed Building / Foundation Piling / Earth Maring / Canon 0,ining / Manne Consruction An Eeuer Generamity fingwayer ~ m --e .-r-r,,_-
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- s Cancnte CONSTRUCTION COMPANY /P.O. sox 50s / u.s. 31 a M-43 / SOUTH MAVEN. MOlGAN 4s080 /(5183 637117 l
selection of personnel to the Quality assurance Engineer position shall be by either femal tr=4"4"c in Quality Assurance work or by a 1 minimem of two years experience in Quality Assurance. If Naaa4e cannot I provide personnel to f"1*411 this position on a particular project then l an external organization shall be contracted to provide this service. Quality control persocnol shall be capable of performing their func-ticas within the stipulations of the contractual requirements of the i project. For --==nle, if the contract stipulates that inspectors shall meet a certain level requirement (such as stated in ANSI N45.2.6) then individuals capable of meeting these requirements will be assigned to the Qt.ality control Staff. In general, the =4"4 - requirements for a r Quality control Engineer shall he that of a Level II inspector as stated 3.n ANSI N45.2.6. A Level III inspector will not in ganaral be required i on sitt.. Again, if Cancnio cannot furnish properly qualified personnel fer a specific project, an arternal organizatica capable of performing the task W.11 he contracted. Ability to meec these requirements or other requirements whi.ch are - contram.117 stipalated shall be demonstrated through personnel resumes which will be madstained as company or =ts. Backup infornation such as certificates or licenses will be kept with the resumes. Copies of the resumes or supporting documents will be provided to a client, owner or regulatory agency if requested. 5D178814 Reed SuiWing / Foundation Pfling / Earth Moving / Caeson Orilling / Marine construction An Eeue!Canoraunity Emokryer
g (' r CSMQl1S CONSTRUCTION COMPANY /P.o. scx 50s / u.s. 31 a aus / SOUTH MAVEN, MICHIGAN 40000 /(816) 837 1171 y 3.7 MANAGDCU ANT OF PROGRMI Management review of the Quality Assurance / Quality Control Program shall be an ongoing effort. For review of the entire quality pr% uom i the Manager of Quality Assurance shall ccaduct an annual review of the. I program to assure that it is up to date and applicable to the functions being perfam M by =nanis. To document this review, the Nanager of Quality Assurance shall issue a report to the President of Canonic stat-t ing the activities and documents reviewed and the results of the review. Further review shall be evidenced by the signed apy.wv.1 of the Quality Assurance Manual and the Manuals of Practice by the Manager of Quality Assurance. As stated previously, formal acceptance of the ( Quality Assurance P.w as a company policy shall be shown by ayy.wv.1 of the Quality Assurance Manual by the President. In additien to these activities to review the overall,pr%. m, the f Mutager of Quality Assuranca shall conduct a revisw cf the Qcality Assurance work being performed for each project at least aman 11. This 7 i' activity may also be perfamM by en external organization if so desig- = i cated by the Mcs.sger of Quality Assurance. The purpose c5 this annual l'j revisw shall be to ausure that all Quality Assurance records are complete [j and properly maintain.a. Evidence of the review and approval of indi-vidual audit reports shall be shown by the signed and dated copies of l the audit reports which the Manager has approved prior to issuance. l These v4'1 he maintained as Quality Assurance records. i 1 t 5D178815 ( Reed Building / Foundenen Piling / Earm Moving / Carson Oriuing / Marine construenon An Equet C>norrunity Emotoyer e -,,-.---e- .--,v.
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- Tilliit NCI1S CONSTRUCTICN COMPANY / P.o. sox 50s /u.s. 31 a M43 / SOUTH MAVEN. MICHIGAN 40000 /(Stol 8371171 4,0 QUALITY CONTROL PROG 3Ni
4.1 INTRODUCTION
The Quality Control Engineer shall be responsible for the over-all operation of the Quality Control Program. This includes the sched-uling of inspections, the execution of these inspections and their documentation subject to the approval of the Quality Assurance Engineer. Although the Quality Control Engineer is responsible to the Project Mana-ger for the completion of.ministrative matters, such as the filing of drawings and specifications as subsequently discussed, in matters affect-ing quality the Quality Control Engineer shall be responsible only to the Quality Assurance Engineer. This would include the repeated failure of inspecticus or the repeated arrival of non-conf 4-4ng materials or equipnent. From this point it is the responsibility of the Quality s Assurance Engineer to intercede until the issue is satisfactorily re-solved. As previously stated, it is not intenfed that Quality Control personnel have direct respcnsibility for producticn. However, it should be recognized that certain quality related functions are part of produc-tion. This could include the supervision of the spreading of backfill prior to compaction and the actual compaction of back. fill. Also, sur-veying that is conducted on site is both a production and quality re-lated function as the chief of the survey crew is responsible for both functions. 5D178816 ~ Mood Building / Poundation Filing / Eartn Moving / Caesson Orilling / Marine Construction An fed Oneortunity Emnwover c--- m -,a.
w CEMCMIS CONbUCTION COMPANY /P.o. sox soe /u.s. 31 a u.43 / south HAVEN. MICHIGAN
- 4. 2' GOVERNING PROJECT DCCRENTS The doctanents which win govern the on site work by Canonie shall be the project specifications and drawings as prepared by the client or owner, and the (*=nanie Quality Asse.rance Manual and pertinent Manuals of Technical Practice.
It'is expected that the client or owner prepared specifications and
- drawings will provide full infomation to
' canonie concer-4=g the scope of work to be perfor:ned and the tolerances for such work. As an alternative, standards may be cited as part of these documents such as those published by ASTM or ACI or by regulatory agencies. If such information is not provided to Canonie, the practices in the Canonie Manuals cf Technical Practice shall apply. For ctbar itecus which will not ner:naHy bs stipdlated by the \\. l client or owner, such as ca'ihrution fre:guencias er tolerances, the Canonie Manuals of Technical Practice nhan apply. The establishment of such itema vill 'ce by the adoption of racognined standards whenever pocsible. 4.3 CtT!ROL OF PROJEC"2 DOCCWZm'S All drawings and specifications shan be stamped received and l dated at the project site. A log shan be maintained for specifications which shows the name and number of the specification,. the revision number, revision date, date received on site, number of copies received and the i personnel to whczn the specifications were given for use. This log shan be updated as required to show the addition of new specifications or the revision of old specifications. Specifications that are revised, or,' 1 SB178817 t Reed Budding / Foundation MHng / Earift Moving / Cassoon Dritting / Marine Construction An EeuelCanorausty Emelayer
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l --.o 4-2 t CSMCMIS CONSTRUCTION COMPANY /P.O. sox soe / u.s. 314 u-43 f.louTH MAVEN. MICHIGAN 88000 /($108 8371171 j cancelled frem use, shall have marked across thair entry in the log " void-revised" or " void-cancelled" as appropria::e. A similar system l shall be instituted for drawings. To purge obsolete drawings and spee'4'1 cations frca use, they. will be collected from the copyholders, as aban. in the log, when re-placed with new revisiens, or merely collected :lE the documents are enneall ed. The purged deats will be clearly marked " void" across either the title block or title page. If return receipts and disposition in.structions acWny the specificaticus er drawings they will be con:plet ed and returned as in-structed. If no instructions are provided to cancnie for either return-( ing seided copies or destreying them, it will be the,oractice of Canonia to maintain c.ne copy for reference in a separate file entitled "7eid Do Not Use." Copien beyond the first copy sill be destroyed. The foregoing discussion is intended to apply to documents that have been presented to canon:.e by the c're.ar or client or those prepared by cauonia. However, in general, canonie will not issue spec-ifications but shall use when possible the Manuals of Technical Fractice. l The individual responsible for the maintenance of these doc-uments shall be the cuality control Engineer. 4.4 ESTABLISH!M AND DIPLE!ENTATICM OF THE INSPECITON AND TESTING PRQGRN! At the beg 4aa4*r of the project, the Quality Assurance and Quality Control Engineers'shall review the quality related portions of the scope of work. For all of the various activities a testing or V 5D178818 need suading / Fa.needen ruing / Earm Moving / Caseen Onning / Marine Canaruction An Eeuel Coporrunity Ernover
-o = M k CEMQMIS CONSUUCDON COMPANY /P.c. sox 50s /U.S. 31 a aus /sCUTH MAVEN. MICHIGAN 40000 /(618) inspection schedule shan be established.' Included in t21s schedule shall be hold points where the work must be inspected prior to continua-tion. All equipnent which requires calibration eh=11 be reviewed to assure it win be in current ralibration when needed.' Requirements for re=14hvation shan also,be reviewed so that equipment which must be _j r=<*=14hrated can be serviced in a timely manner azad on schedule so that the inspection and testing functions may continue uninterrupted.
- Finany, the inspection and testing documentation requirements win ha reviewed so that au documentation forms are available and approved by Quality Assurance at the onset.
With this work completed the Project and Quality control files vill begin with the preparation of the specificatier and drawing logs. To this fue win then be added an organizaticnal chart similar to that shown on Figure 1, but including the names of ths individuals caneA l cut. 4.5,0NGQG UTS*?ECTION M1D TEqIgrg,p3,ggjg;j After the on site Quality control gmum has been estab-lished and implemented as discussed in section 4.4 it shan be super-vised by the Quality. control Engineer. It win be this individual's responsibilty to see that an inspections are conducted by the Quality control staff as scheduled, an hold points are observed and that au resultant docsunantation is completed ard properly maintained. To assure ongoing compliance with the Quality control por-tions of the project, the. Quality control Engineer shan prepare a weekly ~ i SB178819 Road Building / Foundation Piling / Earth Moving / Caseson Drilling / Marine Construccon As fouet omsorrunr# Emaiorer -w--
UN, ( NQllS CoNEUCTION COMPANY /P.o. sox see /u.s. 31 a nus /SoWTH HAVEN MICHIGAN 40000 /( report of Quality control activities stating what inspections, etc. were conducted and the results of this work.
- For inspections that resulted in deficiencies, a complete description of the deficiency = hail be made, the remedial action shan be described.
It shan be particularly noted .if this is a continuing deficiency, what the cause is and the action taken or reconnended to prevent reoccurrence. copies of an deviation reports aban be attachad to the weekly report. Copies of the weekly raport shall be suhnitted on the Monday following the report week to the On Site Project Manager and the Quality Assurance Engineer. Both individuals shan review the report, and indicate their review and acceptance by signing and dating the copy. The Cn Site Project Mancger's copy will be filed in the Quality Control files and ths Quality Assurance Engineer's copy shan becece a Quality. l Assurance raccrd. If deficiencies have net been ccrrected or are ongoing, it then becomes the respons4hility of the Quality Assurance Engineer to becores actively 1:ncived in the problem until it is corrected. 4.6 CALIBRATION OF PEASTtD'O EQUIPM All production and inspection or testing equipnent that in-volves a quality related measurement shall be subject to scheduled re-W 4hation. The only exception to this will be items such as engineer's scales or levels that are appropriately in use. This type of instrument j is of sufficient accuracy if used properly and only for the correct l function. SD178820 1 no s soneine / Founession Maine / term movine / cm n oniting / uertae ceneiruessa .An teuer coconum'ry tannsee l
.w. _c ~ p CST 1Cf18 CONSTRUCTION COMPANY /t.o. sox soe /u.s. 31 & u.43 /sount HAvsN MICHicAN 4000 ( Equipment that is subject to recalibration sha).1 be uniquely identifiable either by manufacturers serial number or a Quality control n = hae assigned by canonia. Numbers assigned by canonie shall be non-rapetative and not reused if an instrument is por::sanently removed from service. To indicate identification, a parmenent sticker shall be affixed to the instrument whic'h gives the Quality control number. If the manufacturer's serial r=k-r is readily apparent this may be used in lieu of the sticker. Por the identification c:t' calibration dates, a sticker shall be attached to the instrument which provides two dates - last date calibrated and date due reca141: ration. For each instrument that requires recalibration, a file shall be maintained. The cover sheet ter the file shall be a general log sheet suitable fer use on all instruments which will indicates the equip::er.t at:nbec and nar.e, calibratien frnquensy, dates cf recall'ea-tion and irAividual performing reca.libratien. Behind the log sheet for each pioca cf equipnent vill be a calibration reeced prepared for that type of eqt:iFsent which shall incitdes the nur.ber and name of the equipment, the tenoptable a=141mtion tolerances, a recced of the data collected ha part of the ea14Wation, and a statement that the equipment } passes or tails ihe recalibration followed by the date and the signa-l ture of the person performing the recalibration. For equipnent that is purchased, calibration and the subsea,uent filee must be completed i prior to use. For initial a=14k-ation, manufacturers calibration or ) . ~ i statement of celibration m4v be accepted provided, the work is traceable l i to the Natid Bureau of Standards or as appropriate for the equipnent. SSI79tl Read Suilding / Poundenen Pl% / Earm Moving / Cmemon Orilling / Marine Consaustion An oed Copertumty Imnwever ~
g (.. C a r1 C r18 5 CO N CHON COMPANY / P.O. sox see f u131 a M / SOOTH HAVEN. MICHIGAN 48000 / ($1818371171 l The required frequencies for recalibration shan be determined basen upon the criticality of the instrument in measuring, its sensi-tivity and the prohahility of the instrument drifting from calibration tolerances. Tolerances for recalibration win be established based on codes applicable for the specific project, or accepted standards such as ASTM. If codes or standards do not exist, the tolerances will be established by canonie based upon the effect of the instrument on the quantity it is measuring. Frequencies for rec =1thration shan be at a =4nii== of three months and a==vina= of biannuany. Recalibration shan be performed using standards and equip-ment that is traceable to the U. S. National Bureau of Standards. such equipment, such as weights to recalibrate balances, sha n be used only for recalih ation and not used in service. This equipnent shall be s r'ecalibrated every three years with identification and records main-tal.ned for it as for service equipnent. ' In general, this equipr.ent shan i be accurate to within one-quarter of the tolerance level it is measuring' ~ to datamine adequacy of,ser rice equipment. i Aq an alternative to recai neation within the canonie organ-1 4 j ization, equipment may be recalibrated by external e.gencies who have i the equipnent which can perform the work. If performed by an external I agency, it shan be required to have standards and equipnent traceable to the National Bureau of Standards or other agency as approved by canonie. Records of r e likMtion shall be required and included in the equip-ment files. 5D178822 g Reed Sweding / Foundation Pliing / Entn Moving / Cmenon Ortiling / Mwine Canaruction An Reunt Oneerauwty Emenever . - ~ -
w { w ~ CSMCnl5 CONbUCTIoM COMPANY /P.o. sox sse /u131 & tW / touTN MAVEN. MICHIGAN 40000 ( Equipnent that fails sib recall' oration or becomes inoper-able during use shall be isolated to prevent possible continued use and clearly tagged "Equipnent Failure - Do Not Use." This equipnent must be ~ repaired and satisfactorily recalibrated prior to reuse. Recordsofthe[failureandrepairshanbeincludedinthe equipment file. If resair,is not feasihis to within the specified tol-erance limits the equi p t shall be destroyed. For equipment that malfunctions during service between the -rW4hatica dates, it is the respons4M11ty of 321 persons using the l equipnent to notify the Quality Control Engineer that the equipnent is either inoperable or suspect. It will then'be tagged as stated above and reem1% rated i=usadiately. 4.7 CO!EROL OF PURCHASED MATERIALS AND EQUIPMEIE The purchase of materials or equipnent shall be controlled prior to purchase as stated in section 3.'.2 for subcontractor's ser-3 t vices if appropriate. If the material or equipment is a quality related ' item it shall be subject to a prequalification audit'of the supplier, > cement ~, document control to assure insertion of proper specifications and codes, and ongoing surveinance. ] Upon receipt of purchased materials and equipnent by Canonie that is cLuality related, it shall be inspected for confnmance to the pertinent specification, code or drawing by a M e of the Quality Con-trol Staff. This inspection aball be documented, dated and signed with SD178823 f l ~ Road Building / Foundation Filing / Earm Moving / Caesson Orilling / Marine Constnaction An feuel Canortunity Employer -
l l s ( CSMQM]E CONERUCTION COMPANY /P.O. sox 500 / u.s. 31 a M-43 / SOUTH HAVEN. MICHICAN 40000 /1 the results of the inspection including the governing document clearly stated. The documentation shall be maiz5:ained as a Quality control [ i document.
- j.,
i l The material and equipnent that has been approved by inspec-l-! i tion and that will be stored prior to use shan be handled in such a way to prevent damage and stored in accordance with the requirements 'f the materials or equipment. Storage facilities shan be either o isolated or restricted from general site activity to prevent damage. i l Storage requirements shall be detemined by the necessity of preventing environmental or man-made deterioration. For example, if the condition of the materials or equipnent win be affected by rain it must be sheltered. or if the item is susceptible to freezing, it ahall be stored in a heated structure. Purchased materials and equipnent that do not pass inspection sha'1 he inclated to prevent inadvertant use. If possible such items i shan be imediately returned to their source and as a =4n4== the supplier shan be notified imediately of the failure. Isolation of failed equipment or materials shan be in an area which is restricted soley for this purpose. The area win be posted with signs stating ~ " Failed Inspection - Do Not Use" to prevent accidental use. 4.8 SPECIAL PROC 3SS WORK All special process work whether for production or inspection . (welding versus w=1d4"; inspection) shan be perfomed to applicable i SD178824 s Reed Building / Foundstion Miing / Earth Moving / Casson Drilling / Marine Construction An EeuelGnoonunity Enwayer -Mm-- 1.we e- .s* es eh+. --e.--. y w ,,,_w,- ,,_ey ,,m y,
w (, CSMCMIS CONERUCTION COMPANY /P.O. sox 500 /u.s. 31 & M.43 /$oUTH HAVEN. MICHIGAN 40090 codes or standards for that work. For example, the qualificatien of welders, inspectors and inspection techniques shall be in accordance with the American Welding Society Code. Records as required in such codes shall be prepared and maintained as Quality control documents. 4.9 QUAtrrY CONTROL DOctm1TfS Au project documents which are qaality related shall be maintained as Quality control documents by Canonie. Storage and main-tenance of such documents shan be continuous during the on site work and shan be in a fire-proof and water resistant container to provide protection for them. Maintenance of the Quality Control docL"=nts shall be by the Quality Control Engineer. Also the Quality control Engineer or member of the Quality control Staff shan be responsible for controlling the usage and distribution of these docuinents. The document file shan contain, as a m4"4-a, separate cate-gories fors drawing and specification logs, drawings and specifications, void specificaticus and drawings if M inent, procedural manuals for the conduction of the Quality Control Pwpyis, necessary references (such as ASTM standards), equipment M 4 % tion records, inspection records, material testing reports, daily activity logs, originals and. ProjectManagersignedcopiesoktheweeklyQuautyControlreports,.. and copies of the resumes of personnel involved with quality related work. At the beginning of the file'shall be an index listing all files by category and by number if there is more than one file per category. The file index shall be c' ntinuously updated as necessary. With the-e SB178825 Reed Building / Foundetion Puing / Earth Moving / Casson Driuing / Mariae Construccon An Eeuet Caporawwh Knietoyer w, 4 w p-4 w -mn -sey y w,- w -sw-es ++ y-erpwwy-w ~>c-- s-- e- -v-m y
1 1 l ( CBQCnte CoNbuCTIoN COMPANY / P.O. sox 500 /u.s. 31 & u 43 / SOUTH HAVEN MICHIGAN 40000 /(S file shall be a sign out sheet stating what file has been removed, the date, and to whom it was given. The date of return shan be noted next to the borrow entry. Access to the Quality control flies shan be limited to the individual responsible for contro uing their usage. Thus, if a file i is needed, this individual, or the Quality control Engineer in an emer-gency if different, must be contacted for access. The files shall be kept locked except when in use and only the Quality Control Engineer and controning individual shall have keys. It is intended that the usage of documents, except in some cases for specifications and drawings be limited to the d--Mate area of the record storage. If it becomes necessary to remove a document from this area it shall be copied with-s the original being returned to the file. In the event of auditing or review by personnel of the client, owner or regulatory agencies, a===he of the canonie Quality control Staff will be present to assist them. Copies of records that are re-quested shan be provided. At; the completion of project work by canonia, it is antici-pated that the Quality control files will be turned over for storage in the plant vault as directed by the client or owner. With the sub-mission of these records, canonie will present a receipt itarrivi97 the files. It is the request of canonie that this receipt be signed ar.d dated by the individual receiving them to show proper transfer of the records. 5B178826 ~ Road Budding / Foundaden Pising / Earth Moving / Casson Drilling / Manne,Consrustion An deust owortunity Emnuever <--u. ~ o - y-.-,, .m.-,., ,-----c
4-11 in w \\ CSMCMIS CON RUCUCN COMPANY / P.O. sox 50s /u.s. 31 & M.43 / south HAVEN. MICHIGAN 49090 /(616) 637 1171 4.10 CUALrrY CC11 TROL UORK PERFOR.'!ED BY CfmERS i In the event that Quality Control inspection is performed directly by agents or representatives c'f the client or owner and not by canonie or an' agency contracted by canonie, full cooperation will be granted by Nn= te personnel to these personnel. This will include pro.- viding access when required, ac m @ g personnel if needed and noti-fication of such personnel when a hold point has been reached if such personnel are not present at that time. ?. SD178827 d' Reed Suikfwig / Fourufstion Piling / Eare Moving / Casson Orilling / Marine Construction An EeuelOppoMey EnnNoyer e,+ w-a--. - - ww,-
5=O CBf"Icr1S CoNTRUCnoN COMPANY /P.O. SCX SOS /U131 & AM3 / SOUTH HAVEN. MICHIGAN 40000 / ($1618371171 l 5.0 EGMPt" 3F QUALTrY ASSURANCE /QUALTTY CONTROL DOCUIC7FS A?C PROCEDUR2S Attached as appendices to this manual are examples of Quality Assurance / Quality Control Documents and Procedures. These are provided to serve as guidelines for Canonie personnel who will be preparing such documents and to provide clients and owners with examples of these documents for review. Briefly, the appendices contain: APPENDUC A - An example of a checklist used for internal Quality Assurance audits. The particular portion presented deals with on site document control. APPENDEC P - An example of the checklist used for the prequalifi-cation audit of a subcontractor. The check 11.st presented is based on the eighteen points of 10CF350 Appendix B and is used to evaluate a sub-contractor's Quality Assurance Program. APPI2TDEC C - An example of a Quality control procedure. This par-ticular pr~ + e and the attached data forms would be applicable for the control of structural fill. APPENDdX D - An = Tle of the written procedure for the calibration of equipment used on site for inspection measurements. The
- Tat 9ple provided is for equipment used in the control of structural fill.
APPENDEC E - Example of a deviation form used by the Qu'ality Con-trol staff to record deviations, or deficiencies from the Project Doc-tunants. It is noted that thase appendices are presented only as examples. SB178828 ~ Road Building / Foundstaon Piling / Earth, Moving / Caumon Drilling / Marine Construction, An Eeuel Onnertunity Enunoyer me +mes v-- 3 -w-- e p --+ - 4
aY'n
^ CSMCMIS CONSTRUCTION COMPANY / P.c. sox soe / U131 & u41/ SOUTH HAVEN. 84tCH1GAN 40000 / (SIS) 8371171 F APPEEDII A [ EZAMPI2 0F INTERNAL AUDIT CHECELIST l' 58173823 t Reed Building / Foundsoon Piling / Ear 1h Moving / Casson Drilling / Marine Construenon At feust Queorsunity inqWoyer -t wv -w-
? ~ p -) t CANONIE CON 5TInfCTION ColeANY - 4tfALITY ASSURANCE PAGE OF AUDIT TITLE PRIMECT DATE glAt.ITT annessant's BBSINEER l AUDIT PARTICIPANTS DoctBENT CONTROL REMAREE/C00MENTS
- i. 1Ano le responethle for maintainence of the Saality Control records.
4 j 2. Are all reconde stored in en enviroanentally acceptable container.. 3. Does the record inden list all files. i Are the f611 ewing items present and up to date. l! l a. Speettication and drawing lose h. Menesale ,I
- c. - Beceseary reference material l
d. Daily activity lose. e. Inspection recorde f. Testing records g. Deviation fones l h. Weekly Seality Control reporte. 1. Void docineents J. Resumes 5 Is the else out record present (15 l f 6. If any files are not present are they properly t .{ eigned oint and readily retrieved. i CD G CJ O y 4
A-1 40000 / (0181 837 1171 Mf13 CONSTRUCTION COMPANY / P.c. acx ses / UA 31 a M/ SOUTH HAVEN. MICHIGAN mzrmx s IIAMPLZ OF SUBCCETRAC'MR PECUALIFICATION AUDI* CECKLIST 58178831 nw soiwine / round.d.n risine / s=e u=w / c a osiiine / u.na. Con =vce.a 3830 An soue amnuntry sawever -w ~ --, ,v--
I e. 8 CANONIE COINffiguCTION 000fANY
- PAGE 1 0F 11 SUB00llTRACTolt QUALITY ASSURANCE PROGRAN PitEQUALIFICATION AUDIT CHECELIST SUBCONTRACTOR DATE-4 SUB0011 TRACTOR ACTIVITY FOR lillICE AUDIT WAS IIITIATED i
i CANOIIIE REPitESElifATIVE SURCollTitACTOIt PenannIEEL CONTACTED AllD TNEIR POSITION a 1 4 i IIISTRUCTI0 IIB:, All questions are to be ecupleted. Answere shall fadicate acceptance or deficioney. If the question does not apply it may be marked NA. If additional sheets are required for answers they shall be attached to the checklist and referenced to the question. } e 'l 3 i M u i Q) i 05 i CJ N l y e 1 2 t a 4 h o g
_ = _ _ _. _ _. ~. _ - -... ~ -) e m m )') memnrurggAC10R ellALITY ASSINIANCE PROGRAM pREWALIFICATION AUDIT PAGE 2 of 11 l quRSTION
RESPONSE
I. Ormanlaation 1. Is the belity Assurance progran maintained internally or by an external organisationt If external indleate the organisation. 2. Do quality Assurance personnel have an
- organisational independence to perfonia their inanctiont 3.
Are these fnemotions properly definedt ~ I' l Now is independence shovnt Organisation Charti i
- 5. To whom do Omality Assurance personnel reporti 6.
Is this individual independent of project functionst T. Do the quality Assurance personnel have the authority 2 to stop workt II.' Gesality Assurance Prpgram Un C3 1. Is the program documented in a @elity Assurance j Q Manualf i g. .. Are,r ed re. for auty A. an.ei auty Control documentedt 1 i
....._-.I 9 g r i SUBCOIrfRACTOR 41UALITY ASSURANCE PROGRAM PREQUALIFICAT10lf AUDIT PAGE 3 0F 11 i (EfESTION
RESPONSE
I 3. Is pmvision made for the verification of timality by test er lampectioat %. Now is the (Wality Assurance Manual reviseet t } 5. Now is the M===1 controlledt 6 Now are copy holders notified of revistoa of the Manualf i 7. Now is Management acceptance of the (kality Assurance Program indicatedt i d III. Destan Control 1. Now is it assured that the correct regulatory requirements are translated into specifications. drawings, procedures ear'. caluelationst 1 (#1 h I
- 2. Who establishes design baseef e
1 si 8 l g 3. Now are destsa documents, iaelodies calculations l e and drawings, reviewed? y aa i In this review ladependent of the originatorf l
I (.
- )
-..Actes SIRLTTY ASSIEtAIBCE PROGRAM MtEGIALIFICATION AUDIT PAGE b, br 11 i fluRSTION
RESPONSE
5 Now are deelga changes affectedt 6. Do they reselve the emme review as original workt I V. Procurement Document control 1. Are procuremente doemeents reviewed by Osality ~ Assurance personnel prior to leessacef 2. Ilhat individual to responsible for the laelueton of the appropriate ibsality Assurance requiremente in the procurement documentt V. Instreetlone. Procedures add Drawinas 1. Are all work setivittee which are quality related covered by imetructions, procedures or drawinget a
- 2.
Are acceptance criteria stat'ed la these documents where appropriate? M i 4 st g YI. Doemeent control L3 Ctt 1. Are provisione made in the Manaal for the leemance of all quality reisted documentet i
. ~. I l ~ ~ w t { ) i WBCONTRACMS "'1TY AaBIRABCE pBOGRADI PREQtatLIFICATION AtBIT PAGE f 0F 11 z I t EBOPOWE dpMETION l i 2.' Are all geslity relate 4 documente reviewee prior to teameneet t 3. new to the review eseamplisheet i t I i l New are eheelete desumente yarged from usef l TII. Centeel of L ? rf IIstarial. Bantament. and Servlees i j 1. Are searces evaluated fler ability to empply as regaired by specifloations, codes, ete.1 l' t j 2. Byee receipt at the plant ette are the iteme 1 inoposted for applicable mammtecturere inspeetles recorde and eenfermance to the sentract docionentef 1 t i i 3. New are these recorde masatriAt l2 ] l VIII. Identifteetten and control of Meteriale. Perte. j ,,g.- ~ 1. .e. e,e mat.riale.,arte e .+-te us.tifie.f j g i >= j 4-l 2. Does this identification system provide. unique 1 C,3 treceehility? l 1: \\ ~ h
'*1*'N %& + t..e 6.N -e pg y4.,%, a., mg - N, s e s e SURCIoWTHMMOS WIAIJTy ammmanes panagan pgMQUALIFICATION AUDIT PAGE 6 '0F 11 1 I e 45ESTION RE8FOWBE 3. Now are Atene controlled to prevent ineavertent uset j t
- 11. c trol of aseelan 1.
Are special processes sentrolled by written and approved procedurset 2. De these procedures site applicable codes, standarde, etc. as appropriatet 3. Are provisione made to perform emek work with 8 qualified personnel and equipmentt 4 l Now is this qualification shown? I. Inspection ) l 1. Are provisione made for' inspection of geality } related items to assure oompliancet 1 2. Is the inspection work independent of the personnel performing the' original workt 3. saw are the geslifications of inspectore showat E (pg t:s 1 -J Are inspectione contNeted as a scheduled eventt Co u t (B 4 4 4 I n
.t. i i I } SNCtr. 4 ACTOR 413ALITY 488LW PROGIIAN FREIRIALIFICATIO'...sts1T PAGE 7 J 11 @ESTICE
RESPONSE
I 5 Are held pointe ettpalated where appliemblet t II. Test Control i l 1. Are test procedares doeusestedt 2. De test procedares allow for proof teste prior to emotallattom, preoperettomal teste, and operational i i test as requireet t 3. Are applicable codes, etendards, ete. stated la the test procedorest 4 Are test personnel goalified to perfom the testiast 5. Are teste properly doeienestad and evaluatedt I j III. Control of Nomenrian'ond Test Eemissent 3 1. Are all instumente used in testing calibratedt i l ) 2. To salthretion performed to written procedures i whtok imelade acceptance criterlaf 4U 3. Now 1e equipseat tagged and identified to show g g,3 when calibration sonet he performedt j m ~ Y Are celibration recorde maintainedt
... - - -. ~ ' - 2. a _..- - -. 2.a. h I { Rac0IrfRACTOR WALITY ^ ~ _ ^*g PROGRAN PRESIALIFICATIng AtJDIT PAGE 8 0F 11 ~ 5lESTICE
RESPONSE
IIII Bendlisur. Storene sad 8biasima 1. Are storage festlities regaired to provide adagnate . Protection for itemet i i 2. If special envirosamental condittene are regaired. are these stipsalated la writtes procedureef 3. Is shippias regaired to provide adaginate protectient f Is a system esteh11ebed for the proper marklas of items diaring headling, storage and shippingt l XIV. Inesection. Test and Operatias status l 1. Are procedures available to provide means for identify 1ag lampaction, test or operatlag stataaf I 2. 1Anat peroommel are sisthorized to detenutae and j identify statust. l IV. Someoeforstaar Materiale. Parte. or '*- - - -te 1.-Are procediarse available to properly tag and g j m , leolate from use momecaforslag itenaf 4 >= 4 2. Now.is the disposition of acacontossing items ( Q determinedt 3 0
N. + SUIE0WrRACTelt QUALITY ASSURANCE PROGRAM PREQUALIFICATION AUDIT PAGE 8 0F 11 quBSTION
RESPONSE
IIII Wandlinn. Storane and ShtoolnA 1. Are storage facilities required to provide adequate protection fer itemet i 2. If speelal environmental conditione are required, are these stipulated in written procedurest 3. Is shipping required to provide adequate protectiont II. Is a system established for the proper marking of items during handling, storage and shipping? IIY. Inspection. Test and Operating Status 1. Are procedures available to provide means for identifying inspection, test or operating statuat 3 2. What personnel are authorized to detemine and identify statust IY. Nonconfomina Materials. Parte or Components 1. Are procedures available to properly tag and g isolate from use nonconforming itemet g 4
- 2.,Now.is the disposition of nonconfoming items
[ U g CJ determined? CD
t .l m s i f mec05TRacNE WA&LITy assumamm yg0 GRAM PRR@ALIFICATION ALIDIT PAGE, 9 0F 11 i REIFCESR 45 ENTICE f 3. If 1sene== nyatre, are they winspeeted, i If items are totally rejected how are they l f' ~ disposed off l j l l ITI Corrective Aetion 4 e 1. Are,.____ available to identify items which 3 require correctient 1 [ 2. Is a precedure available that allous fler the appropriate review of corrective metten items to,.e._2 receeurrencet I
- I 3.
Are sorrective action items reported to managemept? l i i i %. Who le this individealt ITII. thnality Assuranee Boeorde 1. Are provimieme made for the retention of the i followies recordet 'JI a. Operating lose i c3 I p.m .I h. Results of Revleus l 4 e. Inspectione i j O 1 I i 1
l. N. N. f specotrrmacTOR etmLITy ansumanCE PIIDORAN PIIRQUALIFICATION AUDIT PAGE 10 or 11 i e @ESTION RESPOIISE
- 4. Teete
- e. Audite
- f. Maintaining of work performance
- g. Eterial analyste
- h. Personnel gealificatione
- 1. Procedures, drawinge, etc.
- 2. Do the record forme contain all pertiment information?
- 3. Are the recorde properly protected and contro11edt I
%. Are proviolone made for record retentioet ITIII. AndIte ' 1. Are audite conducted by the subcontractor or an external agency? - 2. If an external agemey, provide laformation. m 3. Are personnel perforutas the audite properly c3 qualified? MM Are endits scheduledt W A
- 5. " Are writtaa procedures available for the eO performance of an endit?
w@ O 9 O 4 t O w y N E o I e g 4 9 e 8 2: B< E bc 0 3 l i 2 g E j i 2 3 i l E 'E 1 s. 1 at I E i 8 1 I13 li 3 9 l n a =18 1 1 1 E 3 3 l ' il ( w 58178842 M
f s, CST 1CT18 CONSTRUCTION COMPANY / P.c. sox ses / u.s. 314 M.43 / sol /TH HAVEN. MICHlGAN 40000 / (Stel 8371171 APPElID U C EXAMPf2 CF A @JALI.'T CCETRCL rnG.r.avat I t 4 l S0178843 n d swasine / Naseuen Paw / sne u,W / ch ortmae / Meta cowevetion k toeonom meys m ye
I CSf1G19 CONERUCTION COMPANY / P.C. sox See / U.s. 31 a M 43 / south MAVsN. MicHloAN 40so / (01st $271171 L C-1 l QUALITT CC1rfROL PROGRAM FOR munAL yILL (50 TIS) ] 1.0 cuality Control Staff and Restonsibilities The Earthwork Inspection Team is responsible for the complete Quality Control and dociamentation of all earthwork. The Inspection Team shall i consist of experienced personnel paperly qualified in the field of soil nochanics and eartheork const uction. Nsterials testing vill be performed by quality Control personnel designated by the Quality Control Engineer. A field laboratory 4aet" Mag equipment necessary for performance of all tests subsequently described in this section, will be established at the site where all laboratory tests vill be conducted. In addition, a field office vill be estah11shed at the~ "~ ~' site where report preparation and documentation vill be performed. 2.0 General Insvection Recuireents should excavation be required as part of the plant construction, the excavated soil win be selectively stockpiled for later use as structural fill or spoiled, under the direction of the field inspectors. Soils stockpiled for later use as structural fill win be visuany examined ,and classified as to suitability for use as etnetural fin. ' Iluring placement and compaction of the soil, the soil type, gradation, vater content, compaction procedure, compaction equipent, and the 1 4 layer thickness vin be continually monitored. A u backfilling sad compaction operations win be performed under the strict inspection of the field earthwork inspectors in order to assure that the =f n4=mt* required in-place densities are achieved. 3.0 Quality of Material The asterial to to used as structural fin shan be approved prior to its use by the earthwork inspector. The soil shall be clean of all trash, organic matte:* and debris and shan contain no more minus No. 200 sieve material than stipulated in the Project Specifications. The water content of the soil used shall be within a range which will result in the required in-place density being achieved when compaction procedures are used in accordance with the Project 8pecifications. (Use Forz QC-ISa,18b) s SD173844* Reed Building / Foundation P1ing / Earin Moving / Caisson Drilling / Marine Conswustien An feuet Onorndry Innover l
? . CSMCMIS CONSTRUCTION COMPANY / P.o. eex ses / UA 21 a u 43 / SoVTH HAVsN. MICHloAN ds0s0 / tots) s371171 N k.0 Density Recuirements l 1. He required mini== relative densities and/or Modified Proctor densities shall be established by the requirements shown on the Construction Drsvings and called out in the Project Specifications. 2. A relative density control criteria vill be used for field control of soils possessing less than 12 percent minus Bo. 200 sieve asterial where relative density is defined as follover e I 100 = Yaar kn I 100 D4=1 Iflaax"Tain) e -e m g e Where: Da = relative density in percent e = void ration of the granular soil in its looseststate(minimumdrydensity=I,g,) e in = void ration of granular soil in its densest m state (=ar4== dry density =() e = void ratio of the soil its natural state (natural dry density = ) 3. De relative density is a measure of the soil density with respect 1 to a r%f== and maxiana density as obtained in standardized tests. he minimum density will be measured by the method described in t ASTM Designation D20k9. De==vf== density vill be estah11shed i either by (1) compacting the soil in acids of a known volume such as a Modified Procter Mold or Standard Proctor Mold with the use of a compaction russer in such a manner that the highest =ari-n= density achievable is obtained without causing breakdown of the soil particles, or by (2) the method described in ASTM Designation D20491 whichever yields the highest mar 4== density. (Use QC-19,20) k. A Modified Proctor compaction criterion vill be used for field control i of the backfill operations for soils containing more than 12 percent fines. The Modified Proctor compaction testing and control work will be performed as described in ASIN Designation D1557 Method A. (Use QC-21) 5. Any testing methods stipulated in the Project Specifications shall supercede the above. 1 '
- All ASTM Designations shall refer to latest israe.
Reed Buliding / Foundation Piling / Ewei Moving / Cesson Ortiling / Mwine Construction a rauero m wsinoiene gg3,3gg4g e
.c f ? MT13 CONSTRUCTION COMPANY / P.O. sox sos / u.s. 31 a M43 / south HAvaN. MICMioAN deoso / (s1st s371171 i C-3 1 l 5.0 Materials Testina Recuirements 5.1 In situ Dry trait weinht h in situ dry unit weight of the structural till vill be detemined by the following methods: a. Water ht1 m b. Sand done e. heleer density gauge h Washington Denscuoter vill be used as stated in ASD( Designation D2167 (GC-22a). The apparatus and procedure used in the sand cone method will confom to ASD( Designation D1556 (qc-22b). b ancaratus and procedure for a nuclear density gauge vill conform to ASTM Lesignation D2922. 5.2 Flate Load Test Plate Zoed Tests may be used at the discretion of the Earthwork Inspector to supplement data obtained from the direct dry density measurements. The Plate Iced Test will be performed in accordance with A33( Designation D1196. i 53 standard Penetration Test i h Stasi i Penetration Test may be used at the discretion of the Earthwork Inspec*.or to supplement relative density data from the direct dry density measurements. The tests will be performed in accordance with ASTM Designation D1586 5.4 crain-size Analnis 1 Crain-81:e determination for the structural fill vill be made by sieving and/or hydrometer analyses. Sieving vill establish the grain-size distribution for the greater than No. 200 sieve size friction; a hydrometer analysis vill be requ. ired for the fraction i Passing the No. 200, sieve. (ttse QC-18a,18b) l 5.5 Vater content Detemination Vater eentent detemination vill be made by even drying soil at SD178646 had saiiding / Foundecen PHing / Eare MovW / Caisum Orining / Marine Coneauction l An Eeunt onnenuniry Imnwayer t
m CartcrHS CON RUCDON COMPANY / P.O. sox sos / u.s. M a M / Soum MVsN. MCMGAN 40s0 / W1m sp.1m Ck approximately 110 degrees centigrade in accordance with AS':M Designation D2216. Eevever, for rapid moisture determination, drying by alcohol burning techniques may be used at the discretion of the Earthwork Inspector. (Use QC-2) 6.0 Frequency of Soil Tests 6.1 Maximum and Ministan Density Tests F=w4== and minimum density tests vill be conducted with avery in situ density test unless the backfill asterials are uniform. A soil sample vill be taken during the density testing and used in the laboratory for mart== =4 n4== density testing. 6.2 Modified Proctor Tests Modified Proctor Tests vill be conducted with every in situ dry density test and as often as necessary to assure that the water content of the r-ochesive soil is not affecting the degree of compaction. 6.3 In Situ Dre Density
- , 'During the initial stages of the c nstruction, the structurni fill dry density determinations will be.*ade for every 1,000 cubic yards of fill.
After the contractor and the earthwork inspector have acquired familiarity with the soil and the procedures, less frequent testing vill be nr.cessary. Iowever, the===4== amount of fill to be placed without a dry density determination vill be 5,000 cabic yards. At least one in situ dry density test will be made each day backfill is placed. 6.h Orsin-Size Analvsis Orsin-size ' analyses will be be conducted with every in situ dry density test and/or with every change in asterial. One grain-size analysis will be conducted for every 5,000 cubic yards of fill placed or each day backfill is placed. 6.5 Vater Content Deteminations Vater contents vill be determined for every dry density test, and as required in the field to maintain proper control. ( 59178847 Reed sulwing / Foundetton P1Hng / fore Moving / Caemon Onning / Martne Construction j An teuel C::_ne.ity Emotoyer
f p e, CST 1Cf45 CONSTRUCTION COMPANY / P.O. sox ses/ u.s. 31 a u.43/ souru HavsN. WCHic.AN esose/ (sis) e37 4171 l C-5 7.0 Coucestion Eauinnent Requirements All ocupaction equip =:ent shall be thoroughly checked daily to assure hat it is operating properly. Yibratory compaction rollers should have a raller dava vibration frequency of at least 26 cycles per second and vibratory hand compactors should possess a plate vibration frequency of a$ least 33 eyeles per anecd. In order to assure the.t edeguate in-place densisles are achieved with the sempaction equipment choses for use by the contractor, a test fill area shall be set aside to evaluate the effectivocess of*the equipment when it is used to compact the os site soils in socordance with preesdures outlined in the project specifications. Should this testity indleate that a compaction procedure differing from that called for in the Project Specifications should be used to effectively density she fill material, the client shall be immediately notified. 0.0 witv Control Docu-matation for Structural Fill 1. Inspection and testias records vill be kept on a daily basis in the form of daily reports, sketeheer sad photographs where required. These 7 reports vill be outsaitted to the Quality Control Engineer or his egent immediately og they are emapleted. At the completion of the structural fill, a rif.a1 report vill be submitted which will contain a complete history of the backfill construction including complete descriptions of testing methods and test results. 2. Calibration records will be coatinuously asiatained for all field and laboratory equipment used for soils testing. All equipment shall be recelibrated according to the schedule of the spyropriate calibration procedure. Aar deviations in the structural till requirements as established by) 3. the Project Specifications shall be thoroughly documented (Foru QC-8 l to iaalude a thorough descriptica of the deficiency and the corrective action takaa. ) 9 SD1"'SS48 need s.4 wine / reme.oen risine / see ue,m / cm oniung / u.nn.cen.wween An frunt GenernawerImetove
^ C:ar1CMme CON $ftUCDON COMANY /r o. som ses f u.s. at a A /soune MVGN. MeOttGM6 40000 / tetel 4371 ~ s 3.~ < gs. .'I Illi i g*3 3 a d e,j i.! !. = I. n..a.s.s.i s i i I i sg 3,:b, l" ~ t a a ij+ E i jj.a+ S Z2 2 9 s
- t. "
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- 11 3
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- 5 3
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== 4.u 11!c 'ii. I a 3 n fill i E,- t
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g kkk $I s e E. sa ~ g g 5 1 32 -22. ! 3: Izz sj a ; ; ; s: y =f 2.:.: s {s :- C 5 5 5 5 5 le tt f'3 .IIll 23 I f ^ sums 5017S843
.c_7 l T!1-l 7 s Mf'MS CONSTRUCTICM COMPANY /P.O. SCX 500 /U.S. 31 & AN3 / SOUTH HAVEN. WCMiGAN 40000 /16141 537 1971 \\ . FORN 30 18th l Y. = o w a 6 s t t 1 >.a w eg = 5 i 4 y
- =
.,I s. y,3, .o = -:; ,w
- e. ;
o a. = = .,s,.. w = a --g_i_.__ __.__ 1 _ 5 _ o = 4 e g. . _.J w = g o a i -~. y= _-e-gk _u-I , 3 ..+ -+. A m-i.y,, _. r y i m y,5 i-i _ n.... W w ______~..x_. n E w E "s It. .f_ p _ _ - _. __ _ 4 _ j-g t .E M n. a s a. => a m snm As usua 2m n =24 s s _4 sRAm sizz cunvas [ emans se sanm.ma er SDUS850 e y y y .e -.,J'. ..~e .~ ., - -. ~. ~.. ..=-_,2 4.
c-8 g m cosiinucnoM COW ANY /P.o. Oox 300 /u.s. si a ns.43 /soWTM MAVGN, u1CHldAN 4000o /(4 k . s. MAXIL%5-MINIMI&l DENSITY T EST l PROJECT No.
- TESTED BY~~
l 5AM PL E NO. CALC. BY OEPTil _ CHECKED BY . Soll DESC81PT. ION i, 'WiklutAt DENSITY BT uoLo + oS (1.25) BT uoto (LIS)' t = sf os 0.BS) woLuut u or.o ten JU se oen l Ps c 1-MAXtlI.UM OENS1TY ' i- / a7 voto + Ws /
- mT uoLo
/ "" sf WS. sot uot o (cr) f / ~
- f Nvv,,M f
I TAAC ho. WT TARE + WS / m WV + WT TARE + os ,i WT TARE /- l /
- wt as dC
=
- WT WATtR
/. . WC W l AVEWAGE WCW / ,i ' ' ~
- j QCF) *fo a Y/( l+WC )
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- u,.
s. i y = 59y73g31 .'mu.91s ?- e+ . 4 58..
i= 7-.. c-9 Canctus coNssenCN COA 4PANY /P.O. 80X Set /US. 31 a u 43 / SOUTH MVSN. 26CM64A \\ RELATITE DEWSITY TESTS ggg ygggggy TESTED ST i 30RINC NO. CALC. ET ggyTg GECEID Y sett DESGUTIou gg. AS$1BSD ETURAL DDSTTY ACTUAL ~ l LEuCTs REcovEET is/as Die - Tuns ARIA TusE and VOLUME TUBE es3 M + wz en Iff TUSE ss UT '45 mm WT TARE + WS as WT TALE + DS gm WT WATM es UT TAAE as WE DS gm I - UC T l l7 Estem'/PCF 3 Yd as/em /PCF N E-1 von nATro y MDr1MUN DDSITY ~I i uErneo VT mLD + DS j WT WLD vf DS votuus mLD ~ yL i g E1 .i TOG BATIS 1L = 4 t -t MAIDRDIDDSITT NEface 'j i "i F m u + Bt n mLD W DE 10LUME m LD TN uzzuen ,iets anzo
- 3 - 1 vu REIATIVE DOSITY
- a
- =a= -
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.== - *.s 53178852 " *' - l - - - -.. -. ~.... - -. -.. -..
C-10 CllSMElIntS CONTRUCTION COMANY /P.o. som ses /ui 3 a e /souTM MAVEN. ueCHIGAN 4000o /(Glen 8371171 s. seest gA-21 MolSTURE - DENSITY ret.AT 10NSHIP PROJECT we. TESTED BY ~ ' S AM PL E NO. CALC.-BY . DEPTH CHECKED BY . SOIL DESCRIPT10N
- st uo t. o + u s
- st uoto 4
- " sT Ws tot uoL o (en A L L n. (yct) Y m a'"M" TAAE No.
- WT TARf
- WS
"* eT TARE + OS 9 WT TARf WT os WT WATER .we m AvrRAar w e $-> (rcy) To = Y/ t i+we )
- f.as, gp t'
I I i scass. s' ss 6 i i ei i e '8 i8 (go, .y 1 l d 128 i 7. a *. I e i 4 2 e i ' 6 ' 1 + w Igo i o JJ i i I ' .j g t t i i g, i t i i I e I 6 9, 0 to 20 50 WATER CONT ENT *,CK)- L'*3/'^YE" erstsNATloN USED mm W97 70 / l Mota se7r etny4:I utTwoo.ust0 A urfwon ua rniat__se2e A L C a.ss.twA_ L g'i A_. _,2 l }(8"li 2,,, 2h STANUARD 2" A A. ,,),,_ oCS I,f.N,, T oN,,M A Cpl.A,Y C R O,,, 5 %L
- A:;U.N,C A
/ G._ __ gt ,a r.p,tu,c,jfj;*,,4"_o :
- A=pown
$7 p g,4. 3,.oip, e i r o _
- 0; 5
u Ai, t sbr 78853 [ l
l .. w.. C=11 W_ " CST 1Cf18 CONSTRUCT 1CM COMPANY /P.C. acx ses /u s. 3t a nus /sOUTM MAVEN. AMCMICAN #9000 /1814143711M J L 1 ~ l j FIELD DEMSITT TEST Weekingtse Dese-O-Neter Meths4 I Sheet et PROJECT TESTED BT DATE PROJECT 30.. Cals By Date ESCA23M Checked SY DATE Teet No. I 11 1 I l ~ North Coords East Coords 3emple Macations 'vanaA.a m ?" P saoa m m 2 ,2.2.:r s-ssw2 v-m Nm.= = -wa m-aw_w Gan Me Demas.o=.4e ter Final Reading "A** ALsg F.eca tanC G "A" plus "C" Dess-0-Meter Initial Reading "S" veA. es sele-cu.it. (A+G-U =6.
==6 anae srom acAs + w Wt. of Can Wt. Wee Seil - Abs. Wet Density - Ibe./cu.ft. Dry Demetty - Ibe./cu.ft. .e less. Donettv/ Min. Density - feef) 2 Relative Density M01STut2 Ou r. ismest me-nx ww-r n 2 e
- n a. w. =.-'r.mm..,x
~1 Tate No. l ~I Ut. et Deep Seil
- Tate Wt. of Dry Seil + Tate Wt. of Meisture Wt. of Tare t
Ut. of Dry seti X of Netsture Average 1 Neisture Vet Demetty = vt. et Vet sett Emmarks: Vol. of Bele Dry Demmity = vet Density . I Notature -j 1+ 100 i usis. a .t. e, mi.
- r.. to.
.t. o ort ou nom. (pield, Min. ) 5B178854 i, Demet ty (Demetty Denster) f. Field Osas. .- Nis. ), ggg)
- See tesults et menismalalaima
~ density testing for this ygggg 22a emme material. e m e -w .w ,..,.m,,,,, -, -,.. .,,--,-,-,,---.,,,,-,c,- -,p
C-12 y g -- CSf1CFTS CONSTRUCTION C5MPANY /P.O. sox ses /uA 31 a nua /souTM MAvtN. na CHicAM *** /(41st e37 t171 \\ l FIELD DENSITY TEST Weehiastes Does-0-Meter Method Sheet of Project Tested By Date Project No. Cala. By Date Lesaties
- Checked By Dece Test No.
North Geords East Caerd: Sample elevatioet DENSITT DETE3MINATION r em_2c ru aru r---a na,wr=w 1m . <- a Gaa No. Dess-O-Meter Initial Reading "A" Eing CanscanC "C' " A" plus "C' Dens-0-Meter Initial Reading "B" g Vol. of Holo-Cu. Tt. (A+C-B) wt. Wet 5 11 f rom Mole + Can Ut. of Can Vt. Wet Seti - lbs. Wet Density - lbs./cu.f t. Dry Density - lbs./en/ft, e Max. Dona f tv - th e. /en
- e -
1 el Max. Density - its./cu.f t. MOISTURE DETERMINATION b e-- = s va--_ - v_,e_u.u .v =w - - - --- - w. - m fare No. l Ut. of Damp $411 + Tare Wt. of Dry Soil
- Tare i
I Wt. of Meisture Vt. of Tare WC. et Dry 5411 1 of Moisture Average 1 Motsture i Mamark,3 Ut. of Vet sett I*E $37
- Vol. of Male 5
'l Vet Deasity j D II
- 1 Moisture i
1 no 1,y.====in = ta Man Demetty 2 "******* Ut. of Motsture 100 .ut. 4 Dry seu SB178655 1
- 1. Cran = 0.0012 1he.
1 lb. = 433.6 grams estasimmi Density is determined free Modified Freeter Compacties Testist. l l
C-13 --,M ,.. 6 CONS UCTION COMPANY /P.O. tox See /U.S. 315 M.43 /sOUTM MmtN. WQHCAM 49000 / tetel 4371171 WATER CONTINT DE!IENDIATI0lts F202tCT 110. TESTED IT ytmECT CAIC. ET CEECEED BT 4 e m as
- G TARE E0.
R...T + 95 e e Irf. T + M _, f t MM vi a fra sc (2) ~ [ [ [ r. sane so. COMMENT O G e g TARE 30. .1r1 T+ US. O Irr.T+ M 1rt.' TARE 1rt M O + igg (g) Derfit l t* SAPPt.t 1co. g Cggetgur i i - n ei no. oc.: sbr 78856
i f M NE CONSTRUCTION COMPANY / P.O. sox see / u.s. 314 M / SoVTH HAVEN. MICHIGAH 40000 / (6181 637 1171 N l 1 APPENDIT D IXAMPLE OF CALI3RA1' ION PRCCCURE / ? J i l 4 1 4 ~ 5B178857 ( ~ l Road Building / Founderson Piling / 5artti Moving / Cassoon Drilling / Marine Construction An Eeunt Conorrunity Emndayer ..~..-
l l r 4 Car 10r15 CON 5HUCTION COMPANY / P.O. sox SOS / U.S. 31 a M-43/ SOUTH MAVEN. MICHIGAN 40000 / (8101 637 1171 D-1 Calibra,tjen of Washinrton Densometer A Vashington densometer shall be calibrated for use in dete4adaf the in-place density of soils. Specifics regarding the test may be found in ASTM Designation D2167. Initial calibration may be performed by the manufacturer. Subsequent I reenlibration by Canonie shall be every six months to assure proper operation and accuracy. The volume of each of the three densometer rings and t,he accuracy of the piston rod scale shall be checked as subseq'uently discussed. ~ If ditect measurement of the rings in employed to determine their volume, the ri=gs shall be calibrated using a caliper which has been calibrated. Four 7 dismeters, h5 degrees apart, shall be measured and averaged, and the depth of ~ the ring shall be measured at four points 90 degrees apart and averaged. As an alternate method, the rings may be calibrated by precise water methods. With a rubber surface as a base and a lightly greased glass plate as a cover, fill one of the small rings with water of known weight and temperature,until the water contacts the cover over the entire area of the ring. A calibrated balance and thermometer must be used. Knowing the temperature and weight of the water, calculate the volume of the ring. Repeat this procedure for each ring until three volumes are secured having a==v4== A range of variation of 0.0005 ft.3* t ? 'ASD( requirement is 0.0001 ft.3; however, this tolerance is more : stringent than required. Therefore, Canonie has changed the acceptable tolerance. Road Suilding / Foundation Piling / Earth Moving / Cannon Orilling / Marine Ccastruction An fouel Opportunity Emplosew 33yyggg8 I -~ l. l (
r c NCI1S CONSTRUCTION COMPANY / P.O. SQX Sos / U.S. 31 a M.43 / SOUTH HAVEN MICHIGAN de000/ (GIS) 8371171 D-2 Note that the first volume calculated is set the true volume of the ring as it includes the added volumn of the lap joint used to nest the rings. The true volume of the other two rings can now be determined with the above procedure using'the ring discussed above as a base. To determine the true volume of the first ring, use one of the rings with a known volume as a base and follow the same procedure. 3 If the ring voltanes agree within 2 0.0002 ft of the rated volume of 3 0.0500 ft3 and 0.1000 ft. respectively, the rated volume may be used as the ri=g constant. Otherwise,the ring shall be marked with its true volume. The scale on the piston rod shall be checked by comparing it to the (' / rings of known volume. (Calibrated Proctor molds may also be used.) . The procedure is as follows: Clamp the filled densometer on the nasambly rings and template seated on a flat smooth surface. Fill the balloon within the rings and read the rod scale. Remove one of the rings and repeat the procedure. The difference in the tu readings should equal the hacvu volume of the removed ting. If the difference b.t...en the two zwh== on the rod do not equal the known vnhnam of the ring (2 0.0002 ft3) after two trials, refer to " Suggested Method of Test for Density of Soil in Place Using the Washington Densometer," i which is found in ASTM STPkT9 and correct the scale on the rod. Attached are the* calibration rtcord forms to be completed for each I i Washington densometer. (.- 53178853 ( 1 + I l no s suiiding / Foundation Piling / Earth Moving / Common Drilling / Marine Construction 1 An Equet Cnoomunty EW 4 =. 6
D-3 WA SHING TON DENSOMETER CALIBRATION M CST'1Cf"HS CONSTRUCTION COMPANY \\ h EIllDIPME3T IAME DATE DATE OF LAST CALI3R EICE t'ar.TimaPION PERICD I. 70LUME OF TEE RINGS (DIRECT MEAStHENZ3T) ALL MEAsDRzuzsTS TO BE TAKIN IN INCHES 3 RING NUMBER RATED VOLUME ft n, = i u, = Do= Ho= Vol.= Havg gg %= w, D'= WE Vol.= ft3 D ivy. E n,,7 = RIfG ENB1Lw RJ **S VOLINE M3 >= g, = 2 Vol.= "6912U! Havg D2= H2= /- D3= H3 oh= ah Vol.= Tt3 D io_ sAvg= RING NUMBER RATED VOLUME. ft3 M= E= 1 2 D2= Vol.= T A " Eavs "D = 3 g,,- D 3 Dh= v,~ = yol,= n DAvre 3 Tr= POR ACCEPTALCE,.70L = rated volunte 2 0.0002 ft3 _II. SCALE OF TIE PISTCN RCD ~ 1 10fCET VOLUME CF RING TO 3E RECIED (ftf) A READING OF ROD WITH RI3GS IX PLACE (ft-) 3 .j READING AF*ER ret 0 VAL OF RING (ftf) C i CAI4L%L*ED YCLt2E OF RING ( ft") D Dim.aENCE BE:"4EE3 T40 VOLUME 5 (ftJ) E=A-D L FOR ACCEPTANCE, E4l,0.C002 fta J 7 5D178860-i l sIcaZD .3 y o e er --w-a w m,w ,--..awne --e-
.u. --- - - 4 Dk WASHINGTON DENSOMETER CA Li B RATION g tamnnem-r MEIBOD) P CSTIQFHS CONSTRUCTICN COMPANY - *[ *. MUIPMEET NUMBER E4UIPMEET HAME DATE DATE OF,IAST CALIERAUoY CAI h
- ION FERIOD CALIBRATID ST I.
VOLUME OF THE RI3GS (WATER METHOD) VIIGHT OF COETADER RDG 30. WT. OF WATER TZMP OF WAT23 EEFORE FILLING RDG AFTER FIIIING RI3G TO FIII RING IN RING (rrens) (ernas) (aram.s ) (CC) / cE1""LA*E TEE VOLUME OF EACE RDG UNTIL TERIE VOLU!E{ ARE CETAINED EAV DG A MAXIMUM VARIATION OF 0.0005 & THE FIRST VOLU!E CALCULATID IS NOT THE TRUE 10LUME OF THE RUG AS IT INCIMDES THE ADDED VOLUME OF THE LAP JOINT USED TO 3EST THE RUGS 3 TOIAB(E OF. RING (ft ) = ' m wi OF WA m TT M m ( - e) y D'tT9' WM (31/1 7 28317 ("/ft ) 3 RING No. VOLUME (ft ) TEMP. (C) UNTT VOLUMZ(dj ) 16.0 1.00103 IT.0 1.00120 18.0 1.00138 19.0 1.00157 20.0 1.00177 21.0 1.00195 22.0 1.00220 is.u L.uu4 > i 2k.0 1.00269 25.0 1.GGZ9 26.0 1.00320 27.0 1.00347 II. SCALE ON TEE PISTON RCD f E30W3 VOLU:E OF RDG TO BE RD'0VED (?t9) A J READDG OF RCD WITH R.*NOS IN PLACE (ft ) B READIEG AFTER HINOVAL OF RDG (ftJ) C 3 CALCULATD 70LU'E OF RING (ft ) D DLc -.mu ep : r 740 VOLUMES (ft ) !=A-D E 3 FOR ACCZm7CE, E40.0002 ftJ 58178661 I e
l i i Caf7CTTS CONSTRUCHON COMPANY / P.O. SCX SOS / UA 31 & M / SOUTH MAVSN. MICHICAN 6 / (STS) 8371171 u a rranII z mmz er errreren rom (< )- - SD173862 i need suiwine / Fouaanoa nine / anin u=ia, / c-orsni,, / unia.c.a.awnca l An ses cooanaer um e
u - y n F ( MS CONSTRUCTION COMPANY /P.o. sox 30s fu.s. 31 a u-43 /souTM 8 i l c l i = E
- n. ' g
.8 e 8 - 3 5 i i a 2 9 t n E C E i i 1
- i is g
g e. g = 9 a a a .c 2 3 8 t; a E E g 5 E c n-a a a E E 5 I 8 l-I 5 = c = 5 G .e t y 2 a = m = 8 ~ ~ ~ g-r 8 l 8 4 ~. m j R 8 E i s N i l u m u a g g i a a g g g r W a l g-3 i i 5 SD1788t;3 .2 s a x a = m .I g g g l l l ?
l i Pyr~7s. C. ~LiO.-l - Q 5'A 6.0 Section l \\"3 g Revision 3 I -g quag,m ASSURAE g Date k-5-77 Cancnis k. Fase 61 a i C JVM tilWr /...'
- .... 0 M/}N,.4,/l Addendum to Quality Assurance W Y
l l Addendum to: Canonio Construction Co. qua11=y Assurance n=n=al 'T5)E C E W s,7 nated, ans==t,197n, a Contracts 3echtel Subcontract J AN -) 1 1978 l No. 7220-C-210
- CC iTE!. POWE!t CORP.
r l Location: Midland Station Units 1&2 J 20 Midland, Michigan m Cwner: Consumers Power Company + Titles Supplemental Requirements for the Canonia Const:ntation Co. Quality Control. Program for q Listed Areas 72.20 - / 7 A.C) S DEC 2 91977 escmut AssCc.PRoPassoNAL.CCRP. ,,,,,N,o,. 's sWPPUER OCCUMENT STAMP L g quGAE MAY #A0C800. g & C qu0mit IAAY MboCESS. Ergasi? MseA4 00t'Jsseuf. & C fitVISE AfrS MatutT. ficett M.tv 9*0C183 EftsSCTTO ifiC0hiGJtALQa; p CtAsesas.aic.CATEL. a 4 C RFC# A.*.0 RCO.lmt. acu ytv mo? PacetEO. L C Rt'diGa t.UT RtWrik e. Cat idae.tcCA;th
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1 Ptavid" **! TO P'**1D CO** N? r*MT. 'F. aCO**' AP:*E 04 A. *11e **L O* tf **G4.. f t.2. 7,
- .*,t A.*:J:'s A**4 '53%
,e THE !*.S.*. ;?...9 L.C* % ? #1.'t i *,*.'e m2.;w av TE:? wt*se,.J: ;f *.* ** & *. 3 8.. i. ! *t. C 2*. PM*t FULL Coasf yer! 1TM f**M. -$T.'u C &b 7A *.' *. ,,,,l.a.i.elel.2l:.:i.nlP o l l l l l dl'D i A Qg l /2 ,1 I, e e q sbr.'SS64 O o ~~
l .. - ~ Fitzo-c 41o'- t -(eA l NUCLEAR Section 6.0 Revisios 3 Data ' 5-77 l CanOnlS
== s Pane 6-7. !(.(' A44e.w. to e 11tr Asser===e mde=1 Item T. chanses: i Add to para. 2, section 1.0, Introductions ' The quality Assurance manual shall be supplemented by quality Control procedures written to clarify and further implement the quality Assurance program of Canonio Constzuction Co. Prior - i to site implementation, these procedures shall be approved by j
- i the Nanager of Quality Assurance, Canonie Construction Co. and 1
the Contractor or appropriate owner's representative. All quality c i Control procedures shall be controlled. in the.same manner as the quality Assurance program and revisions and. addenda shnu be rt-1 viewed and approved in the.same manner as originals. These pro-cedures shall indicate the scoper.of activities covered therein, the, personnel designated by said procedures with responsibilities by job title, and shall provide sufficient instructions to clearly indicate what activities are necessary to damanstrate compliance with the accepted quality Assurance program. i Delete para. 3, section 2.4 as written and inserts ( The quality control Engineer shall have the authority to stop the continuation of work that is deficient in charac1: eristic, \\ documentation, or procedure which renders the quality of an item unacceptable or indeterminant. This shall include, but not be limited to physical defects, test failures, inco: rect er inadequate documentation, or deviation from prescribed processing, inspection or testin's procedures. Delete sentence 1, para. 4, section 3 1 as written, and insert: Activities which may be routinely performed by Canonie Con-struction Co. as part of inspection servicear on a project, such 4 ',as concrete-testing, structural earthwork control or testing of reinforcement steel, shallebe conducted to recognized standards il .or referenced specifications. Delete sentence 4, para. 2 section 3 2 3 as written and insert: Bevision receipts shall be signed and dated by the assignee, or designated representative, and returned to the Manager of quality i Assurance withih 15 days of receipt. Delete sentence 4, para. 3,,sectbn 3 2 3 as. written and insert: A new approval sheet, signed by the President, Canonie. Con-4 struction Co. and the Macager of quality Assurance, shall be d issued to* indicate the current revision number and date of the annual issue in effect. Thi's shall indicate Canonie Construction Co. acceptance of the. policies and procedures definad therein. . Delete sentence 2, para. 1, section 3 4.2 as written and insert.: A file.of all quality Assurance / Control records shall be main-l tained to comply with all owner / constructor contractually specified requirements. These records shall be maintained as required by ~ 53178865 ---.--,-,--,,_---u,--...~-,--,.,---m.---.-,-,,--,.--,-..--,-,,m,--m..e,w,,,--,---,.-----.,,-nw ,wna,-re,-,--,ea-,-m
=.
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-eGe= .s .e 1877 '2e - C.7 t e-1 -(.A-ItXT2AR Section 6.0 QUALITY ASSWUWCE M Revision 3 y Date L5-77 i CancrHS '(.~ Pase 6-3 \\ AAAnndum to Quality Assurance Manuai this manual and applicable code and-regulatory requirements. Delete sentence 2, para.1, section 4'.4 as written a54 insert-For all the various activities included in the scope of work for the referenced specification, Item TI. Sustlements: 1.0 Creanization 4 ^ The Canonia Construction Co. Quality control organizational interface with the 3echtel. Power Corp. is shown in figure 1. .1.1 The Project Manager performs overall site supervision to ensure that construction schedules are maintained and that the work is. performed in compliance with drawings and specificati*ons. He cocrdinates work with the site quality Control Engineer to assure compliance to the accepted quality program. 4 ] 1.2 The QC Enarineer has responsibilities and duties as follows: 1 ~ I
- 5. 2.1 Es will document the classification of the borrow by the Testing '.Iaboratory to the Project Manager for use by the Pield Foreman.
l 1.2.2 Based on b..w selections he prepares daily i ' reports verifying by. station, by zone, the fill ' placement, the moisture control,'and the com-q paction conformance necessary to meet specs. - q 1 1 1.2 3 In this function, ha is completely mobile and will by available for ' omment from the General c contractor's inspection force. He will be in i communication with the Project Manager to correct any deviations in the fill requirements as -3 established by the project specifications. 1.2,.4 The' quality Control Engineer has the authority to assure total compliance to the quality Assur-l
- j ance/ quality control program by all Canonie Con-i struction Co. personnel.
1 1 ~ l 13 The Field Sumerint.endent shall initiate compliance'with the borrow / cut programs as outlined by the QC Engineer through the Project Manager. He shall be responsible for reporting field production requirements to the Project Manager. (_ i i 1.4 The' Project Enrineer shall work closely with the pro-l . ject manager and QC Engineer to establish survey and ~ SDhSS66 _-__m__,r* evm .,-,-----y =, v,,,e -.,....,.,y-- <--ww~e-..--,w._m.,,-,, -,g-e.,w, ,,,.,,_m,+m
l . = cemia 1 l l l fT2o -coes I -l A l NUCLEAR Section 6.0 Revision 3 D*** M -77 C an CMIS an. ig.- Fame 6-4 i 1 , ~. k Addeadma to Quality Assurance Manual control mei. hods required "to assure, proper definition -
- 1.
- of sone fins ami lift controls.
i i 2.0 Quality Control Procyan 2.1 The Quality Contro:, Team or member shan % responsible for quality contro:. and documentation for all e I.isted areas as designated by contractor's and/or owner's specifications. Se inspection unit shan assure that the project specifications are strictly enforced. Quali- . fled and azperienced personnel shall comprise the inspec-tion force. The Qual'.tv Control Engineer ami/o-his revresentative 2.2 shall be responsible to the Canonie' Construction Co Project QC manager and shall be independent of pro-dnation,. construction, sche @ h g and procarement. 23 The QC Ehwineer shan develop, in the course of his duties and as required, adequate fcras, charts and logs to com711e and assimilate required QC information and. ~ documestation of Q listed work. M i Becords ahd Documentation shall be stored in'a 2.4 fire resistant filing cabinet. The records shall identify the inspector or data recorder, the activity monitored, date of inspection or test, test results, acceptability and any corrective action required or taken. This intornation shan be supplemented as regr. ired. i 2.4.1 The on Site Records shan be filed in an orderly ~ fashion and shan be readily identifiable and retrievable. Upon completion of construction work, records shall be turned over to the owner's j operations group or his designated representative. 25 The QC 1!>wineer shall assure that the proper zoned materials are delivered to the proper location and the prop ~er compaction control is perfornied as requ'irad by -l the specifications. 2.6 The QC Enzineer shan schedule his work so that all operations, reports, documentation and related items .shall be available to the contractor and/or owner and to facilitate the establishment' of a funetional inter-r-8. face between the appointed testing laboratory, general contractor and field superintendents. I 27 The QC Revresentative shan become familiar with the testing laboratory personnel testing methods and indi-vidual' soil classification characteristics. 53178867
....z Fr11.2o - CU o - t -La nut l LEAR Section 6.0 Revisine 3 CSf"IQrtle Date L5-77 \\. s. Pane 6-5 1 ^ (' 3 l Addendue to Quality Assursace Manual i. 2 8,The QC Enzineer's level of autho'rity shall be equal to the highest r==Mne production ? nit io; supervisor or superintenient. The QC Engineer does not direct" l work forces, except through supervisory personnel, ami then only in quality related areas to insure compliance. t with,1ob specifications, procedures, and drawings., 6.0, Document Control s 6.1 Indez Card File Srstea 6.1.1 Individual Card "for Each dig shall be mainMned listing: ING Title.and leuzber Revision Number Revision Date Date Received i Number Received 'I, ) ClassEfications Pro 79=9=='y or Approved Distribution: Stick Number or Name of Person drawing is issued to 6.2 1 Drawimr Suaupary List shall be maintained listing: Stiek Number Drawing Number Title Revision and Date 2 . Status: Pre 14=9==vy or Approved. 6.3~DrawineAwareness.'. New or revised drawing will be routed to assure all i personnel concerned are aware of change. A list of document assigness shall be maintained to assure proper i j distribution. 6.4 Separate storage of Superseded Drawings and Specifica-tions to Naintain Adequate control shall be provided. All superseded documents shall be voided. I 65 Document coritrol shall not be confused with documenta-i tion control. It is not intended that document control (~ shall be specifically a function of the quality control Engineer. An authorized agent of the 'QC Department any 53178868 L
Wii c0 -(*l8 0 -) - (e 4, EUCLFJut Section 6.0 WM Revision 3 s
- neann, cancnle Date k-5-TT
\\.* Page 6 s [ r I t. l m==dum to Cluailty Assurance Manual perform the document control function. Documentation shall be a function of the QC Engineer and shan show all pertinent information as required by.contractoza d j specifications. f 8.0 Identification and Control of Materia 7=. Parts and'Connonents 8.1 The QC Renresentative, working with the general con-i tractor's representative, shall inform subcontractor's field supervision force of soil classifications in borrow areas as designate 4 by the testing laboratory. f 13 0 Non-Confor=4ne Materiale. Parts or Consonants 15 1 contaction zoninaent 15'1.1 The utilization of dissimilar compaction equip-ment outlined in exhibit D of 7220-C-210 shall be as follows: (. 15 1.2 The owner's testing laboratory shan be re-quested to perform tests on controlled test-4 fins within the eahnle==nt as required to determine pass requirements for each individual type compactor. 15 2 hektill Mater +m1= In the event that non-conforming materials are dis-oovered in borrow areas by the testing laboratory, the contractor shan be notified for disposition. 4 ' j Non-conforming material shan be removed and/or dis-j posed of'as required by contractor. i 16.0 Corrective Action l When corrective action is required the following outline of j activities shan be followed: l 16.1 Identification of source of non-conformance. 1 g 16.'2 realuation of onuses, ' conditions, present requirements and potential solutions. i 16 3 Iar,lementation of correceive a.ction. i i 16.4 Contractor and/or testing laboratory analysis of. problea is required if caused by external, uncontrol - (. t lable sources, ie. excessive precipitation causing moisture content of cohesive soils to exceed accept-anoe,oriteria and preclude conformance to compaction requirements. 53173863 4 O e m .._,-----e--,,- ys ---y e, mew-e--m--.----- .-n-----e-- m e *ew-~r-w-,r .,-------ww-c.-e. &w.- i-gwe---i-.-m.w w w-vv-
l I l F 7 t r o - c n n t - f. 4 l NUCLEAR Section 6.0 g Rwision 1 canoni. nate u-n A, Pase 6-7 r. Addendum te quality Assursace Manuai .*r, 16.5 When internal corrective action is* required, it shnu i be documented for review and. ooncurrence by the QA
- Manager.
If the causes.of non-conforming conditions I are external and outside the specified jurisdiction '~~ t of the subcontractor, roomumended corrective action j j sha12 he requested of the contractor and/or hir agent. and shall*De sonourred with by Canonie site quality l j oontrol. g-16.6 Doonmentation as required by owner shall be. maintained i in sonordanae with document control procedures. i 17 0 on-utv Control itecords shan be compiled and submitted to 3echtel for their review and retention. Copies shall be l naintained by Canonie Construction Co. and shall include. i related data such as qualifications of personnel,. Procedures. and equipment. Consistent with applicable regulatory require-meats, the owner / contractor shall establish requirements non-j i cerning record retention and turn-over, such as record detail and type, and systems effected. Canonie Constzustion Co. j quality Assurance shan~be' notified in irriting of any and au changes in documentation requirements. 17 1 The fonowing forms shan be used to document the . implementation of quality program on site. 17 1.1 Lift 'rhiekness control - Pisure 2 W deter =4=*=5 elevation before and after place-
- ' ment operations from grade stakes, the QC Engin-eer shan determine the lift thickness achieved.
j Be will prepare a report from information listing the fonowing data Observation Zone Work Icostion Sise of Area Elevation (s): Before 4 After Lift Thickness i Date These random lift thickness checks shan be performed on an average of two areas daily de-i pending on the working ares ocaditions and t))e (' '.. materials olassification. !I 17 1.2.Counmot, ton - Fimure 3 7 on a daily basis the QC Engineer shan prepare 58173__870 I ~.
i ! F1 z.to - c.7 ien-t - 64 T l . ~. section 6.o Revision,, k QUAL".iT ASSURANCE F90GEAM Date 9-19-77 f NO NIE r.e. s-8 I Addendum to quality Assurance Manual - 8 i a report for each some and work area listing the following informations date, shift, weather, features, foreman, station, offset, elevation obtained, resalts of roller j speed cheeks, equipment numbers, type and frequener cheeks { including vibration rate cheeks and time taken, and load I eeunts. 17 1.3 Borrow Aseestance - Fisure h The QC Engineer will obtain elassification of material ' ~ from the 3eehtal representative and/or the testing laboratory. 17.1.h Defici a r - Corrective Action - Fisure 5 ~ When actified by the 3echtel representative that a deft-siener esists the QC Engineer shall note the date, time, feature, loestion, shift, foremaa, elevation, and type l l of deficiency, ic. failing test. He shall actify the l project unanger a: his representative and corrective l actions shall be implenested. After corrective action implementation, a new test shall be performed and the l[/ results noted. Where necessary, further correetive l action shall be instituted. 17 2
- -'ity Assurance / Control Records All the aforemationed reports shall be compiled and submitted f'.
to Booktal fer their review and retention. Copies shall be i maintained as file by Canonie Construction Co. I \\. 18.0 ts en of planned, periodie, and doenmented internal sedits has been established to verify complianee with all aspects of the accepted quality 4 l assurance progren. 18.1 Ar.lik shall be performed in accordance with written check lists by perseasel qualified and traised in the performanes of audits i and familiar with the scope of work beias performed. . f shall be selected to preclude the possibility of -1 l 18.2 Aadit i,-.__ 7 :_- - - participating in nadit activities in areas where they l have direet responsibility. 18.3 Aadit results are documented and reviseed by managenest personnel having responsibility for the areas being audited. 18.h Corrective action is implemented to correct deficiencies revealed f( by medit activities, and to eorrect systen inadequacies determined l to be the eense for signifienst senditions adverse to quality. l 1 53178871 9 M 9 e .r~ -~,,>o,,ew,,w-----y--w -,,-,e w,.m.-,-~,-.+.--ev--e-m -www--,+-.-w.--,-v--_.=v-#,+~-w w
~... f=")770- CT.I 6-f - fnA section 6.o yuctzan QUALITY ASSURANCE Revision k Date 9-19-77 %ggg I Fage 6-8-A ) is f Addendum to quality Assurance Manual 18.5 Audit results and corrective actions are reviewed by the Manager of quality Assurance and the Construction Manager to determine the adequacy l g of sorrective actions, the effectiveness of the audit program in correcti ecoditions adverse to quality and to verify the implementation of j I sw -etive action. [ 18.6 Where necessary to establish objective evidence of implementation. earrective action shall be verified by the performance of re-endits of those areas previously detezzined to be non-conforming. I f i ~ i ) l r e S i 1 l i l t /~
- r 53178872
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=..... - 3 m ,s 1 <~ g' . -) T Midland Stablon Units 1&2 ha'_, .Zlant Foundablon Ersavation & Coolina Fond Dikes ~ I Car.).DrHS-7 Consumers. Power Beohtel Power i President ~~~ l canonie const, co. Oeinpany corp. i i Oroup Vice President ' Quality Assurance Engineer Division Leader Har. of Quality Assurance l lConstructionHar. I* Beohtel Power Project Manager '--- - 1 I - ~ ~ - - - - - - - - - - - - - - - - - -
- F-~~~**
l . Corp. I i Equip. Supt.['.... Project Engineer Pield,8upt{_.] Offlee Mars [.. Quality Control..] Test Imb l' Engineer ~ i Direct Responsibility'
hommunloation N
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M**) t? e - C.T( O - f - L A L NUCLEAR Section 6.0 Revi. ion 3 g m D*** '5-M C a n.O nle r Pane 6-10 F.m 2 . (..0 m
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w.== t s MIDIAND NUCLEAR UNITS 1&2 7.M. CANONIE CONS 23UCTION Co. G.S. F.S. LIFT THICKNESS CE CE l.. OBSERVATION NUMBER's DATE: ,i ZONE: LENGTE: i STATION: TO STATION: WIDTE: i. CFFSET: C ELEVATION: EEFCEE A?TES LIFT TEICENESS f f EEFCEE AFTER I.IFT THICENESS s EEFCBE AFTER LIFT TEICENESS EEPCEE AFTER I2FT TEICENESS AVERAGE I2FT TEICENESS BEMARKS/SEETCE: 1 1 e ( E: CANONIE CONSTRUCTION CO. I.g QC,REPEZ3ENTATIVE - 5 iS5178874 1 I e e..w-- -m,, e,- - -, ,-e-----,--+,----,--we .es--,--- e---w- - - w -'-e.-- v-te+---we.in.w---- --e- +- e -w-r e e-e----
\\ t ]D@@@(7@' " " i g . Bechtel Power Corporatic!rR"1, ', ',' R1 _a DEC 121978 ^%
- Ai i Interoffice Memorandum
^ ^ * * - BECHTEL POWER CORP.
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. JOB 7220
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t I Sherif Afifi PER IDOM NO _C**ss _ .C.*.*.Ne-I I o Job 7220 Midland Project December 1, 1978 .=*_.e- ^ W Instrumentation Progress '** % i l l Report for 11/27/78-12/1/78 A. Marshall -C' s.
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f D(M4 Midland Units 1 and 2 Midland, MI Geotech }.% a,-_f,7 c' % r.. ;,j-Midland, MI i ".= n* I 8 8 i ca As an
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{.; R. Castleberry w/a I I I] 3; J. P. Betts K. Weidner w/a 1 I 8
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-yn ! I L_ oe I !I [' C. Willson S. Blue w/a I f [- P. Martlnez w/a W. Ferris w/a e, g 1 8 ( 1 p F; Through th's end of the above mentioned period, 46 burros anchors i and 26 piesometers have been installed. Installation of anchors 'L. and piezemeters should be comple'ted by December 10, 1978, pending review by.our consultants. Weather did not affect progress. -. A summary table and location figure providing details of instal-lations are attached with a copy of the daily reports. i. A'Goldberg-Zoino-Dunnicliff. representative was on site through the period. ,:I-Mr..C. E.' Willson, Chief of Parties, has been cooperating with' f* r'equests made by A. Marshall. Mr. Willson has been asked to e" take weekly elevation measurements on all burros anchors and ~
- ~
settlement plates, initial elevations on all piez.ometers, and ~ to locate all installations. Mr.*Willson was also informed all measurements are to be referenced to the subsidence benchmark i9 which should be checked monthly against the plant benchmark. Elevation measurements are to be reported ~ in hundredths of a foot. 7 Mr. W111 son's continued cooperation has dependence upon project engineering providing him with direction in writing as requested by A. Marshall through Jon Hook via telephone on November. 27, 1978.' A. Marshall g A'M/vmm M j SB175631 l l _. i _._. .[. l
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esuuum. -r as A --- n.. [.' lD@@@0V@' M o DEC 4 1978 Bechtel PowerCorporation BECHTEL POWER CORP. JOB 7220 Interoffice Memorandum Per &-hew mq ro i 7. Sherif Afifi oom November 22, 1978 Job 7220' Midland Project
- A. S. Marshall p,
Instrumentation Progress Report for 11/19/78-11/22/78 os - Geotech Midland Units 1 and 2 Midland, MI Midland, MI ' coes e a p-S. Blue l J. Wanzeck jI. K. Weidner i f. P. Martinez P-R. Castleberry U 1310, 3440 j. Through the end of the above mentioned period, 43 burros anchors and 19'piezometers have been installed. Installation of anchors i ( and piezometers should be. completed by December 15, 1978. f Weather did not affect progress. i 4 A summary table and location figure showing details of installa- ) tions are attached with a copy of the daily reports. Details of the piezometers are also* attached. I A Goldb' erg-Zoino-Dunnicliff representative was on-site during j the period. t s a rQ'b. y Ad % )J 3- [ p A. S. Marshall s.4,d:4 9 7-s .;v ASM/sms
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f FIELD PIEZ0 METER / 7 V
== De piesometer consists of a hollow stem in the lower end on which is screwed a conical point. Bree sintered bronze filters are mounted on the stem. Chamfered brass rings are employed as support and sealing for the filters. He top of the filter st.em is provided with external "E., rod" threads for connection to "~' the extension tubing. For the piesometer tube fuelf %" i/d plastic tubing is usually BBID am m used. (Plastic tubing with 8/s" 1/d. or a two-tube system corres- ?- { pending to that used in pore pressure cells for earth dams, can 1 c'. i t i also be employed.) The plastic tubing is screwed inside the top i I
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of the piezometer stem and sealed by a rubber "O" ring which i is compressed by a gland nut. De plastic tubing can be teng-
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v+ 'c r For the extension tubing, diamond core drill rods (E) are,m. i played. Other tubes with flush joints and an outer diameter af [ J 1%" or more can also be used.' V-s4 E En De point is pressed or driven into the ground, without pre-1 k~ boring, so that leakage along the outside of the extension tubes 2-is avoided. Because of *the small cross.section of the piez'ometer tube and the relatively large filter area, it has a very small time + lag. satisfactorily small for most practical applications. De E equipment is generetally used as an open system with a plastic j.l piezometer tube. D s g-r e .4f i Q.
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TECHNICAL DATA FOR PIEZOMETER: p a si m, Maaimum diameter . 18he* (33 mm) 4h Maaimum length............ 17" (430 mm) 'f, ,. Material in point and stem...... Brass .%). + j Tensile strength at failure.... 36 Tons /Sq.in. (55 kg/mm ) J@ '. g.,. 8 } Extension at failure.......... 30 % M
- g Brinell Hardness number...... 145 il.
!q Material in filter............. S. M. filter. bronze tjr Filter area ".................. 35 Sq.in. (226 cm ) 'f 8 sar**5 MEASURING OF PORE PRESSURE The waterlevelin the piesameter tube is measured with the help of an electric circuit which i,7 is completed when a thin cable, which is lowered down the piezometer tube, reaches the water surface. For excess pressures a Bourdon gauge can be fitte:1. .I h ,-l k.4 _ f k - f.s, ,, po' ~ * ' ', [ l ' (. . 7 y w ..o.,,,,, m.. u ? 8 khh iy ^C IOl*f 8 M 68 IN k' l g<, a m- .o D 4 810 M i '!C.4_ h fire P* t,,,, M h'8 iMEr547 PaKMMWMx u ew,... m M[1y[{, jg N L, pf ,m. - - - -. ~ ~ - - - - - --- hk g.
) .. _.... -. - -. _ ~. ,p i. H&CF CivISION JOS NO. "T75 m BECHTEL Revision NO o " I " "3 DAILY FIELD REP. ORT ^75 I SECHTEL INCORPORATED OF CONTRACTOR EAVMobJC) SUPlRINTENDENT l C seWL E TME STOPPED _
- WEATHER Cot D TIME STARTEn SECHTIL ENGINEER / GEOLOGIST 14tuD ERSod. mA cr.44 A LL.
A Ri&4 h tt r- /s te p *A, r - e i y y EqEW r su E$ a RIGS mig CREWS REMARKS NO. . TYPE MAKE RIG TIME OPERATOR H ELPERS (No.) i Aca Acw.e= s o%vta i _2. ~ A em Aew,it e swm.v i 2 cm-45 eme-45 s Ga tc. l SOIL ORlLLING
- ROCK ORlLLING SAMPLES HOLE NO.
Typt SIZE FROM TO FEET TYPE SIZE FROM TO FEET TYPE SIZE NO. 1 i l MISCELLANEOUS ACTIVITY RIG NO. HOURS REMARKS Ii MOVING - MAKING SET.UPS j,, CASING REMOVAUINSTALLATION
- i PIE 20 METER INSTALLATION l
HAULING WATER TEST EXCAVATION SACK FlLLING OOWNTIME 3 OTHER ACTIVITIES: %,g % g.g 1ria. a.nm a vr es A u o /a c_ m y e ecA A AJr We rr M OVERTIME STANOSY 331gygg -ac e c a. $. eu ... ~ 7.. ' T.:' " '. ~ g , ~ ~ rwe.- - -
r, f .? H&CF CIVISION JOB NO. - ~r2.7. 0 BECHTEL REVISION NO o " g2# "'8 DAILY FIELD REPORT ^78 PAGE I OF I SECHTEL INCORPORATED l CONTR ACTOR E AYM ou C) SUPERINTENCENT O mVLE TIME STARTEri
- TIME STOPPED
- WEATHER
<c t D SECHTEL ENGINEER / GEOLOGIST-HEuD ER4od. m A m 54 A L.L-4 R(.4 aivm e.v- /4 to P
- A r-Otwseggif ty T' I M E $
RIGS MlG CREWS REMARKS NO. TYPE ,MAKE RIG TIME OPERATOR H ELPERS (No.) I Ae. e Acw.ce 12_ o'Bevt.s. 1 2. Ac= A m,m. I7_ h.w.v i i - "A CME-HT tmE-HT lh bblCe I i 1 SOfL ORlLLING - ROCK ORILLING SAMPLES HOLE NO. TYPE SIZE FROM TO FEET TYPE SIZE FROM TO FEET TYPE SIZE NO. I MISCELLANEOUS ACTIVITY RIG NO. HOURS REMARKS MOVING - MAKING SET.UPS CASING REMOVAUINSTALLATION I., PIE 20 METER INSTALLITION HAULING WATER !,.2 TEST EXCAVATION MACM FILLING DOWNTIME OTHER ACTIVITIES: g,, ,g g %g g g.m PIELeMRTwas A Lio /cs E fa u 2 EoS A uc.N o rr % i OVERTIME STANOSY .~ = A,*. 8 38 204 054 ~ ~ ~. ". ~ - -' * * " * " ~ * * * * * * ~ . gav e ,,,.w_
.,* g* .e'.* D @@@[32' Bechtel PowerCorporation o DEC 4 1978 BECHTEL POWER CORP. Interoffice Memorandum JOB 7220 v. Sherif Afifi" om. November 20, 1978 Job 7220 Midland Project A. S. Marshall Instrument.ation Progress Report for 11/12/78-11/18/78 Geotech ai Midland Units 1 and 2 Midland, MI u Midland, MI S. Blue J. Wanzack K. Weidner P. Martinez R. Castleberry 1310,3440 Through the end of the above' mentioned period, 16 piezometers and 4 burros anchors have been' installed. Installation of anchors and piezemeters should be completed by December 15, 1978. Weather did not affect progress. A summary table and location figure showing details of burr 6s anchor installations are attached with a copy of the daily reports. A Goldberg-Zoino-Dunnicliff representative has been on-site each day since 11/11/78. f k.
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A. S. Marshall ASM/ ems' h'h> .l .j *{ o Attachments j o / / ct-1 %.r,g, I ,r e W -[ <4 7 y> 6 L "ss17!P729 s. e *
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- HMF DIVISION r,.
JOB NO. %M BECHTEL RavlSION NO. d> d DAILY FIELD REPORT ^7' I' I SECHTEL INCORPORATED PA,G E .OF I l CONTRACTOR ItaVA.105-.!D SUPERINTENDENT l C G o V L E" ~ TIME STOPPED +- WEATHER Co t D TIME STARTEn BECHTEL ENGINEER / GEOLOGIST Hmc ER$M. m A ar.14 A L.L_ A Rids.s rm st.P /4 Te 7
- A,r-O t w IE Epm EESJT" T"IM E5 RIGS RIG CREWS REMARKS NO.
TYPE - MA'KE RlG TIME . OPERATOR. H ELPERS (No.) ha Acw.ca f (, O' Betta I I 2. Ace Acene. l( hw.v i s c m - 9 5' emE-45~. Ilo GeudalCo I r SOIL DRILLING
- ROCK DRILLING SAMPLES HOLE F'ET TYPE SIZE FROM TO FEET ' TYPE SIZE N O.
NO. TYPE SIZE FROM 70, E I MISCELLANEOUS ACTIVITY RIG NO. HOURS REMARKS MOVING - MAKING SET UPS CASING REMOVAUINSTALLATION PIEZOMETER INSTALLATION HAULING WATER TEST EXCAVATION 8ACX Fil. LING DOWNTIME OTHER ACTIVITIES: %g %4 g.m g,, ,y wissem e n es ' A u e /h e n u z ees A i.s_y e rr s OVERTIME STAN08Y f 5817F733 l l 4.te as.aoa e 14 l 1m +. _ ~
.., NaCP Civis ON ms NO.' "TZ "' ^ BsCHTEL mEvisiON NO o d DAILY FIELD REPORT "^78 8 PAGE I OF I SECHTEL INCORPORATEO CONTR ACTOR 12 &VA.10V D SUPERINTENDENT bl MYLE TIME STOPPED + WEATHER icLD TIME STARTEn BECHThL ENGINEER /CEOLOGIST HDEMM=W" MAN A Rias aim e.y /4ver 'A r" O t w Er gagg ay g u g $ RIGS P10 CREWS REMARKS h..y + NO. TYPE MAKE RIG TIME . OPERATOR H ELPERS (No.) e
- e i
Ac. m Ac.w.se flo 0%vt.E l z. Aes Ace. re. IL h..ww I s cat-46 tmE-46 l l,. ' bdo.lCo I t, A M = a SOlt. OR;LLING - ROCK ORILLING SAMPt.I$ HOLE NO. TYPE SIZE FROM TO F'EET TYPE SIZE FROM TO FEET TYPE SIZE N O. i. 4 ? f '.. g. ?~ . MISCELLANEOUS ACTIVITY mig NC. MOUR$ REMARg3 MOVING = MAKING SET UPS .+ CAstNG REMOVAUINSTALLATION l, A PIEZOMETER INSTALLATION -~ HAULING WATER TEST EXCAVATION '~ RACK FILLING 'g DOWNTIME OTHER ACTIVITIES: %g % g.g g, , y, v i a,.,,m a m es A ua /a e m u z e c,s A gica o ce < OVERTIME r STANDEY W
- J 5317py34 r.
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- WEATNER ans D SECNThL ENGINEER / GEOLOGIST 84"8 EK8d
- MA E84 A k I--
i ( 4 R44 ativa R.T* /4 Te P 'A'T-D 4 W IE EiLMLM"' 'T*l%4 KS l ' RtGS *' RIGCREWS REMARKS l NO. TYP.E MAME RIG TIME . OPERATOR NELPERS (No.) r I i I ha Acw.au ll. O'Bovt.E I l ;g 2. Arm A,w,e IL S -em.s i 7 C M - 4 5' tms-45 16 C.J-lC. .I l j l L j' SOlt ORILLING
- ROCK ORILLING SAMPtts NOLE j
NO. TYPE SIZE PROM TO P'EET TYPE SIZE PROM TO PEET TYPE SIZE NO. t a ( I' H-I i I i MISCELLANEOUS ACTIVITY RIG NO. NOURS REMARKS 1 ~ g. MOVING - MAXING SET.UPS
- CASING REMOVAL /lNSTALLATION
?+ PIE 20 METER INSTALLATION NAULING WATER l TEST EXCAVATION j
- I SACK PILLING
.I' OOWNTIME i. j OTNER ACTIVITIES: wu a y 4,..m ,__tuq i umut eyd* l
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- H&CF CIVIS1CN JOB NO.
M "L o I ~ BECHTEL R.EvlSION NO. O I ) DAILY FIELD ~ REPORT ^78 " I' d 7 c 1 OF I PAGE I BECHTEL INCORPORATED CONTRACTOR 'EMM cv b SUPERINTENDENT, O MVe_ E f TIME STOPPED
- WEATHER co t D TIME STARTEn BECHT5L ENGINEER /GECLOGIST lhD Nod M A CE54 A bl--
+ a mm-/w Av o m.cuar riu a-s RIGS RIG CREWS REMARKS 4 NO. TYPE MAKE RIG TIME . OPERATOR HELPERS (No.) i ~ t Ac_ a Acw.me 16, o'Bevi_a i f 2. A e= Ace.rre. 16 h w.v i -'I. ' M E - H T_ lb bbl 4 i l L CME-45' C 1.l.' g. SOfL ORILLING - RCCX DRf LLING I SAMPLES HOLE NO. TYPE SIZE FROM TO FEET TYPE SIZE FROM TO FEET TfPE SIZE NO. l l l ~ i I '., MISCELLANEOUS ACTIVITY AsG NO. HOURS' REMARKS MOVING = MAKING SET-UPS wc. 1 b CASING REMOVAL / INSTALLATION J., 1 PIEZOMETER INSTALLATION i i I!- HAULING WATER TEST EXCAVATION RACK FILLING DOWNTIME OTHER ACTIVITIES: g,g g, m.m 9;g , em a,yg* Psys a.eM Gvt en A L s O /c CL IM t.' :Z. e.o'3 A y ( M o er % CVERTIME STANOSY SB1" Trac r -acs,s.:o* s.74 e ~ ~ + ~
- _. -.. - -. =...... l *y H&CF DIVISION JOB NO. M'f O ~ BECHTEL REvlSiON NO o ~ i DAILY FIELD REPORT
- ^75
" E'78 PAGE I OF I SECHTEL INCORPORATED 8 CONTRACTOR EAYMobJD SUPERINTENDENT 0 MYL E!" TIME STOPPED + htEATHER Coi D ~ TIME STARTEn SECHThL ENGINEER / GEOLOGIST EL3D ER4cd m A cr.4 4 A LL. +.. --/ w o,. eemer r la es RIGS
- RlG CREWS REMARKS i
NO. TYPE MAKE RIG TIME' OPERATOR H ELPERS (No.) l kcE kck.EE Ib OToVLEi. 1 z. Aem Acervz. ic s w.a.v i ~L CME-45 'ME-4T k bMG l C '(. SOIL DRILLING - ROCK ORILbNG SAMPLES HOLE NO. TYPE SIZE FROM TO F'EET TYPE SIZE FROM TO FEET TYPE SIZE NO. 1 1 O MISCELLANEOUS ACTIVITY AlG NO. HOURS REMARKS I MOVING - MAKING SET-UPS* i o i' - CASING REMOVAI./ INSTALLATION 4
- l PIEZOMETER INSTALLATION j
HAULING WATER l TEST EXCAVATION. l RACK FILLING j ] OOWNTIME OTHER ACTIVITIES: %g g g. b PIEseM q TS 24 A L sD /o 2_ 14 t.J 2 EOS A AJC.}.4 o m M i OVERTIME 5tli E l 1 STANO8Y -l i 4 I I ~ ' = ' * * * * ' ' L. .L ~ ~~ '... : l ... n-a - L - -- -
=. -. 7,. Ma,CF DIV8' ? N JOS NO. ~77~LO BECHTEL Revision NO. c) DAILY FIELD REP _ ORT ^TE iil n he j PAGE I OF l BECHTELINCORPORATED 4 CONTRACTOR EAVMouO SUPERINTENDENT 03 BoYtE TIME STOPPED + WEATHER CCLD TIME STARTEn BECHTEL ENGINEER / GEOLOGIST HERDERTo d M A 244 ALL-A RIG 4 *iTAer/4vePA-r" O t er sr EaMuT-r I44 E$ a RIGS mig CRE' WS REMARKS NO. TYPE MAKE RlG TIME CPERATOR HELPERS (No.) 1 Ace Acw.se IO 0%vtE I [ 2. Aea Ace ave. Io sm.wei. t-L, 1 CME-45.tms-45 Io 6444 i l... .lT 6.- - [.. ,f DRlRING - ROCK ORILLING SAMPLES HOLE j NO. TYPE SIZE FROM TO FEET TYPE SIZE FROM TO FEET TYPE SIZE NO. ,~ l } ^ i e 4 .F.- MISCELLANEOUS ACTIVITY RIG NO. HOURS esuaagg 9 I . MOVING - MAKING SET UPS ib it7 CASING REMOVAUINSTAL.LATION i f'; j j.l PIE 20 METER INSTALLATION !t HAULlNG WATER f.. TEST EXCAVATION {}.. SACK F1LLING Y,., - DOWNTIME i;' OTHER ACTIVITIES: , y4&t,yg %g am,m m uy, ~ [ P:R a.aMi!!!vres A L.o /a 2_ !=.: e eoSiON NO. o DAILY FIELD REPORT 8^78 " I'
- 8 A
OF I { SECHTEL INCORPORATED l CONTRACTOR EAYMOUD SUPERINTENDENT 3 0 RcWL E TIME STARTEp TIME STOPPED + WEATHER cct D SECH EL ENGINEER / GEOLOGIST IM'8D ER4M MA E44 Al L-4 R44 Wm sly /g ye p
- A r-O t er pr EEEM
'T"lM E'S MIGS RIG CREWS NO. TYPE .MAKE RlG TIME - OPERATOR HELPERS (No.) 1 Ae_m Acw.ca 15 o %yi.e. 1 2. Act Acum. s L u.v i CM-45 tmE-46 S G.A@ l i SCIL DRILLING
- ROCK ORILLING SAMPLES HOLE NO.
TYPE SIZE FROM TO FEET TYPE SIZE FROM TO FEET TYPE SIZE NO. ? t '5 MISCELLANEOUS ACTIVITY RIG NO.
- 02.43
- REMARKS, l
MOVING - MAKING SET-UPS {,j .CA$ LNG REMOVAUINSTALLATIO,N l I PIE 20 METER INSTALLATION .l 4 HAULING WATCR f' TEST EXCAVATION 2 SACK FILLING i DOWNTIME j 1 OTHER ACTIVITIES: mg a g 4,4.m muey., , g 4n te,yg Po st znm s twc3 A uo /a ct n u m ees A uc.N e ir A OVERTIME STANORY i 's B f7'T' # b l 3
Bechtel Associates ProfessiorialCo'rporatio7 Inter. office Memorandum To S. 'S. Afifi Date '5 September 1978 Subject Midland Units 1 & 2-Job'7220-001 From A. S. Marshall Progress Report No.1 for Week Ending September 1,1978 of Geotechnical Se: vices Drilling Program Copies to S. L. Blue At Midland Jobsite J. O. Wanzeck 1310, 3410 + i { Six borings were drilled to depths of about 50 feet along the south side of the diesel generator building. One boring was drilled to a depth of about 50 feet on the east side of the building. Three dutch cone penetrations were made in the east een of the building. One boring was drined at the primary makeup water tank to a depth of about 50 feet. Dr. 'R. D. Woods of the University of Michigan visited the sit on August 29 and 30, 1978 to provide a dutch cone machine. Daily field reports pertaining to drilling operations are attached. During the period, observations were made on the items discussed below: 1. Cracks were observed in the diesel generator building walls and footings with the majority of cracking on the outside of the east i wall. Masrs. Dean and Betts were informed of these observations. i 2. Excavations for instanation of piping had been cut vertical as much as four feet below the southeast corner of the diesel j generator building. Mr. J. Dean was informed of this action. 3. Soft clay backfill was observed in the foundation excavation,just ] north of the radwaste building. Geotech informed Mr. A. Boos that
- a boring should be drined to verify the adequacy of the foundation soils.
I 4.' Sof t, clay backfill was observed at the surface just northwest of the i i primary makeup water tank. Upon notification, Mr. J. Dean had this area excavated for inspection. (Size was 20' x 25' x 14' deep below El. 633.). Soft materials were observed above the bottom of the excavation. This excavation is to be backfilled and other exploratory excavations win be made to locate unacceptable materials. SB17974& m.. arshau ,,M,1a, Attachments: Bechtel Daily Field Reports dated 8/26/78 thru'9/1/78 D 6 + - r-go,,r. wm---- y-
Bechtel Associates ProfessionalCorporation inter-office Memc andum RECElVED To L. H. Curtis Date June 3, 1980 Subject Midland Plant Units 1 & 2 From B. Dhar / KARL ")N ER Job.7220 Permanent Plant Devatering Of Engineering System Criteria Copies to At Ann Arbor i S. Afifi w/o K. Bailey w/o T. Johnson v/o File: 0294 S. Blue w/o U. Paris w/o L. Curtis v/o J. Rutgers w/a M. Elgaaly w/o J. Wanzeck w/o com Log w/o 6 The following is a complete response to your 10M dated May 23, 1980 regarding the permanent devatering system. 1) An analyses had been done which indicated that we have a safety factor of 1.5 against liquefaction for an SSE with a maximum ground acceleration of 0.12g for the Diesel Generator and Auxiliary Build-ing. Nevertheless due to the hatrogenous nature of the backfill, there is a possibility that some loose pockets could liquefy under the SSE of 0.12q, and if the SSE vere raised to a higher level, then liquefaction of much of the sand backfill might become a problem. General area devatering was recommended as a positive form to resolve all questions associated with potential lique-faction. Devatering was considered a more positive remedial measure than chemical grouting because the process can be positively monitored, whereas it may never be possible to prove positively the beneficial effects of grouting. This system has no other design function. 2) The original proposal was initiated by the Diesel Generator Build-ing Task Force consultants headed by Dr.s Peck and Hendron in a meeting in Ann Arbor on June 19, 1979. 4 3) The final decision to adopt a permanent dewatering system was made by the D. G. Task Force in a meeting held in Denver on June 28, 1979. This meeting was attended by the Task Force which consisted of Bechtel engineering and Geotechnical personal, Consumers Power t l personal, and the 5 consultants; also in attendance were Bechtel and Consumers Power Management Personal. The Denver meeting was in preparation for the July 18, 1978 meeting with the NRC at which the system was acespted by the NRC. B. Dhar BD/CR/bc 5/31/80 t
Enclosures:
MOM June 22, 1979 MOM July 28, 1979 5,5170622 l Response Requested: No
Bechtel Associates Professional Corporation Inter office Memorandum i P.C~~;gg To B. Dhar Date May 23, 1980 I"Wf2't19g9 Subject Midland Plant Units 1 and 2 From L.'H. Curtis IC?L tyf DtvEN Bechtel Job 7220 Permanent Plant Dewatering of Engineering System Criteria copies to At Ann Arbor Office K. Bailey S. Blue File 0294 M. Elgaaly W. Paris J. Rutgers J. Wanzeck h Tickler File ^ on May 22, 1980, J. Rutgers asked me to obtain answers to the following questions. He said that he has already discussed the first one with M. Elgaaly; therefore, action is probably already in progress: 1. If the seismic design criteria for the permanent devatering system were 0.12g SSE, would the system still be necessary to prevent liquefaction and/or meet any other design objectives of the systen? 2. Who originated the idea of installing a permanent devatering s;'r. ten? Bechtel Geotech? Bechtel Project personnel? other Bechtel person? Consumers Power Company? one or more consultants? 3. When and by whom was the decision made to utilize a permanent de-watering system as part of the remedial action for plant fill pro-bloms? By Monday, June 2, 1980, please provide me responses to these questions, with copies at least to J. Rutgers, K. Wiedner, and M. Elgaaly. If you are unable to give me answers to these questions by that date, please advise me prJor to that date of an alternate date. l i is ] L.H. Curtis LHC/db ',l Response Requested: Yes !$i170623
Sechtel Associates ProfessionalCorporation hter-office Memorandum RECENED To Distribution Date May 22, 1980 IrfAY 2 31980 Midland Plant Units 1 and 2 L.H. Curtis Subject p,,, .KAgt i,azt p, D ' Bechtel Job 7220 Subcontract 7220-C-208, of Engineering NRC Question 23, Part 1 Copies to (50.54(f)] Ann Arbor Office y File 0534, C-208, C-1122 Reference Response to NRC Question 23, Action Items 45 and 46 1 To respond to the referenced Nuclear Regulatory Commission question, I Specification for Materials Testing 7220-C-208(Q), was reviewed by D.E. Graham (concrete specialist SFPD) and D.J. Puchy (materials and quality services). In-depth investigations were performed at the jobsite to review implementation of the specification for testing concrete, steel, and grease. Formal reports on the effectiveness of U.S. Testing in accurately reporting the test results were subm(tted to the project. These reports are submitted for your review. Please forward your comments to the project by May 30, 1980. Specification for monitoring fines for the dewatering contract is being reviewed by the geotechnical group and the report will be forwarded to you as soon as possible. y.' L.H. Curtl BD/VP/bjm 1 i 5/19/3 1 ?
Enclosures:
1. Review of U.S. Testing, by D.E. Graham 2. IOM, D. Puchy to L. Curtis, 4/23/80, with attachments Distribution i L.H. Curtis w/a L.E. Davis v/a M. Elgaaly w/a V. Manta w/a V. Patankar w/a R. Rixford w/a f l Com Log I 1 S 70624 Response nequww6eus se,
l TELECOPY TO D.W. HALLIGAN ET 36 Bechtel Power Corporation 007239 Inter-office Memorandum RECEIVED To D.W. Halligan Date April 11, 1980 Apn 141980 Subket Midland Units 1 and 2 From J. A. Rutgers Bechtel Job 7220 KARL\\ E,NEP P1snt Fill Settlement Of Project Management C e to R.D. Allen At Ann Arbor Office P.A. Becnel L.H. Curtis H.B. Friend P.K. Hansen F.A. Hollenbach M.G. Johnson B.C. McConnel L.C. McKillip H.O. Rainsch E.A. Rumbaugh R.K. Vassar Following is a bi-weekly update on the activities related to the plant area fill settlement: (1) The requirements to grout the gap which occurred under t'se Diesel Generator Building footing due to differential settlement prior to surcharging the area were issued for bid. This completes all engineering documents which have rettricted completing construction and placement the two Unit 12 Diesel Generators. j J.A. Rutgers JAR /BCM/kb Response Required: No Com Use: N/A 58170645
TELECOPY TO D. W HA*lIGAN l MET I 006923 Bechtel Power Corporation Inter-office MemorandugECEIVED l ppR 0 3 $80 To D. W. Halligan Date April 1, 1980 KMl. WlEDNEP Subject Midland Plant Units 1 and 2 From J. A. Rutgers Consumers Power Company Bechtel Job 7220 Of Project Management Plant Fill Settlement copies to At Ann Arbor Office a R. D. Allen P. A. Becnel L. H. Curtis H. B.' Priend P. K. Hs.uen i F. A. Hollenbach M. G. Johnson B. C. McConnel L. C. McKillip H. O. Riensch E. A. Rumbaugh Following is an update on the activities related to the plant area fill settlement: (1) The observation wells for the permanent dewatering system planned at the present have been completely installed. (2) The temporary dewatering system around the service water i pump structure is in operation and the site is starting ] to draw down. The system is stabilized at approximately 50 c m pumping rate, which is about 1/3 of the predicted rate. a l (3) The repair of damaged duct bank in the service water pump 4 structure area has been completed. 'l l J. A. Rutgers JAR /BCM/kb Responsa Required: No Com Use: N/A
Bechtel Associates ProfessionalCorporation Inter-office Memorandum RECEIVED R.L. Rixford To Date March 27, 1980 MAR 2 81950 L.H. Curtis Subject Midland Plant Units 1 & 2 From Job 7220 KML '.'!!.IONEP ~ of Engineering NRC 14 CFR 50.54(f) Ites 10, Page I-7 / Copies to File C-2645 A Ann Arbor T. Johnson s
Reference:
Action Items from Response to 50.54(f) Question 1, Action Ites 1, Page 1, Paragraph I-7(c.5.b) A review of buried electrical duct banks has been performed. A total of 44 individual or groups of similar duct banks were reviewed. The terminations of each case were reviewed resulting in 24 possible vertical interfaces identified. Based on geometry, depth of vertical leg, and details on the design drawing, 13 cases were eliminated, leaving 11 cases which required detailed investigation. Additional information was obtained from the jobsite to define how the interface was constructed and whe.ther any unusual behavior was observed. The review concludes that only several nonsafety-related transformer pads experience differential settlement, which may be exaggerated by the i duct bank interface. Except for the diesel generator building, in no case, has settlement been completely restricted or do design details, j geometry of structures, or bedding conditions indicate that settlement would be completely restricted. I A copy of the draft review is attached. i ~s& & /I4: L.H. Curtis j j BCM/pd 9/13/4
- t Enclosure Underground Duct Bank Investigation j
I e S3170643
r 1 J'J' 2 21900 DISTRIBUTION BECHTEL CPCo J. Rutgers J. Ceok ~ h <44 ": W:"*:" R. Simanek D. Horn L. Curtis E. Newman
- 0. Holman A. Boos I
J. Wanzeck i L. Davis N. Eidsmoe v.. Wiedner L. Dreisbach P. Corcoran J. Betts R. Davis I e l t ( i I ( i 5111.6 7707
~ Bechtel Power Corporation Post Cmco Box 2167 Mecland. Micnigan 4864o l July 18, 1980 l Consumers Power Company 1945 West Parnall Road Jackson, MI 49201 u Attention: W. R. Bird l Job 7220 Midland Project Soils Corraittee Meeting Minutes LAD-1648
Dear Mr. Bird:
i~ Attached is the Soils Committee Meeting Report of July 10, 1980, which evolved as a result of the CPCo Soils Audit. This report hac been reviewed and approved by representatives' of CPCo and Bechtel Power Corporation. Very truly yours, Y 6QMica s L. A. Dreisbach, 1 Project Qus.11ty Assurance Engineer j LAD / RED /sje i Attachment I cc: B. Marguglio .i D. Miller J. Corley i .j i 1 1 Sil.167708 i i t -3 =
The Soils Committee, appointed in the Monthly Project Management Meeting of the same date, started the soils meeting at 12:00 Noon on July 10, 1980. The meeting eencluded at 7:20 p.m. that day. The following personnel were in attendance: D. Horn CPCo QAE H. Leonard CPCo QAE R. M. Wheeler CPCo - Construction J. P. Betts Bechtel Field Engineer R. E. Davis Bechtel QAE
- H. Elgaaly Bechtel Assistant Project Engineer J. Milandin Bechtel Manager of QA - Ann Arbor Power Division R. Simonek Bechtel Project QC Supervisor and CCQCE J. O. Wanzeck Bechtel Geotech
- Chairman e
Items discussed were: 1. 10 Preliminarf Audit Findings identified in CPCo Soils Audit. 2. What actions are preventing the lifting of the Stop Work Order. CPCo AUDIT FINDINGS AND ACTIONS PREVENTING THE LIFTING OF THE STOP WORK ORDER Based on the review of this committee there are no actions from the audit or audit findings to prevent the lifting of the Stop Work Order. 1. AUDIT FINDING NUMBER 1 I 11 This item (to be rewritten) is a Findino. .) I j; The finding is that tests resulting in over 105% of Relative Density are not being'ratested as required. CORRECTIVE ACTION: A. Spec. C-208 will be revised to include a requirement that tests resulting j i in a 105% or greater Relative Density for cohesionless materials or 105% of maximum dry lab density for cohesive meterials shall be evaluated } and dispositioned by Geotech. Data to be completed by 7/17/80. B. Bechtel NCR 3041 must be dispositioned. To be completed by 7/17/80. C. Quality Control Inspection Records will show disposition by Geotech Engineer's signature for test results over 105% or greater. i I. snumos
~ }
- Page 2.
No actions preventing the lifting of the Stop Work Order noted in this Finding. Bechtel will implement the " retest" criteria pending revision to the specification. 2. AUDIT FINDING NUMSER 2 This is considered a Findino. The Finding is that the Compacted Fill Density Test Report issued by U. S. Testing Company for test number 6083 has an error in the elevation of the test. The test elevation was listed on the report as 627.5 elevation; the test i should have been listed at 626.5 elevation.- i i CORRECTIVE ACTION i The test elevation must be corrected on the U. S. Testing Report. To be completed by 7/17/80. No actions preventing the lifting of the Stop Work Order noted in this l Finding. 1j 3. AUDIT FINDING NUMBER 3 This item is considered an Observation. t The Observation expressed a question as to the method of documenting } the exact placement of soil by listing coordinates when length and width measurements are approximate.
RESPONSE
I The " coordinates" and the length and width measurements are not intended to convey precinly the name information. No corrective action is required, but a fuller expla.ution will be 'given in response to the audit report. j ~ i* No action preventing the lifting of th Stop Work Order noted in this l Finding / Observation. 4 AUDIT FINDING NUMBER 4 l This item was considered a Findino. t 1 l The finding is that QC is documenting the passes observed of the compaction j equipment, whereas the QCI, as written, requires recording of the passes used. ~ + CORRECTIVE ACTION q j Quality Control to revise instruction 8 for the Daily Soils Placement Report to record which lift passes were observed. Date to be completed by 7/17/80. I j The original intent was'to record what was observed. No action preventing the lifting of the Stop Wed Order noted in this Finding. SH%7/10
w. ,= ^ t 'Page 3. i 5. AUDIT FINDING NUMBER S i This item is considered to be an Observation. f The Observation expressed is the concern that Quality Control Inspection Records are not " signed off" in a timely manner by a Level II Quality Control [ Engineer i
RESPONSE
A. All QCIR's (applicable) are to be signed off by August 1,1980. B. Level II to sign off Daily Placement Reports daily. C. CPCo and Bechtel agree that quicker signoff by Level II Engineer is desired. Sechtel and CPCo will address this concern. l No action preventing the lifting of the Stop Work Order noted in this i Observation. s 6. AUDIT FINDING NUMBER 6 This item is considered Unresolved pending further investigation by CPCo QA. I The unresolved item concerns the method by which Quality Control determines the actual frequency taken. CPCo QA will investigate this process with Quality Control as to the acceptabilityof the process. Date to be completed by 7/17/80. l No actions preventing the lifting of the Stop Work Order noted in this Unresolved item. i 1 7. AUDIT FINDING NUP6ER 7 .) 't This item is considered to be an Observation. l The observation noted the lack of definition of " represented" and " rework". The specification intent is not clear.
RESPONSE
a i CPCo QA and Bechtel QA to write a Qu'ality Action Request (QAR) to l provide both Project Engineering and Geotech rationale as to the answers to i i l the subject questions. Date to be completed by 7/17/80. l I
- )
No actions preventing the lifting of the Stop Work Order noted in the Finding / Observation. ,i j t -I S11107711
Page 4. 8. AUDIT FINDING NUMBER 8 This item (to be rewritten) is considered a Findino. The finding is that QC did not inspect three Q placements in accordance with the QCI. CORRECTIVE ACTION A. Two of the three cases are not actually Q placements, and a fuller explanation will be given in response to the audit report. B. In the third case, the placement need not have been Q classified to meet SAR consitments; therefore, no compromise of safety exists. Project ~ i Engineering will consider declassifying these placements. i No action preventing the lifting of the Stop Work Order noted in this f Finding. f 9. AUDIT FINDING NUMER 9 I This item is considered a Findino. The rewritten finding concerned the fact that Spec. C-211 Rev.10 Section 8.6 requires the Geotech engineer verify attributes of the equipmpnt such as frequency (revolutions per minute), speed of horizontal motion, and overlap per pass of equipment for soil compaction equipment. CORRECTIVE ACTION Verification of speed or frequency is not practical for some (small) equipment. Spec. C-211 to be revised to reflect intent of requirement and clarify how verification is to be accomplished. Date to be completed by 7/17/80. 4
- 10. AUDIT FINDING NUM ER 10 4
This rewritten item is considered a Findino. This finding concerns the fact that Spec. C-211, Rev.10, para. 8.11 states in part that the Geotech Engineer shall " approve each" test report. There is no documented evidence that he does, in fact, " approve each" report. CORRECTIVE ACTION 7 5lb A. Project Engineering to clarify spec. to define the actions required of, and the objectives to be satisfied by, the Geotech engineer (.c. j;w g ] intended by " approve". Spec. C-211 will be updated by 7/17/80. . i_ y,i.,,, ) B. CPCo to interview Geotech engineer tc obtain confidence that k, technical overview by Geotech has been accomplished despite lack of " approval" i evidence. CPCo review will be cdmpleted by 7/11/80. j I i i I . -.,.}}