ML082560741
Text
m ATE I EWA~w £ZkVIc.
=~1w WA'TV= S==% =-=-C 1.0 PURPOSE 2.0 SCOPE
- 3.
0 IEEER=CES 4.0 DUFINITICIS 5.0 RESPONIBISLITY 6.0 PROCEDURE 6.1 Receiving Inspection 6.2 Supplier Documentation Review 6.3 Material Receiving Inspection Report 6.4 Quality Status Tagging 6.5 Conditional Release 6.6 Discrepancy Notice 6.7 Field Reports 6.8 Material and/or Equipment Handling 6.9 Material and/or Equipment Storage 6.10 Inspection of Insulation Resistance Testing 6.11 Receiving Inspection for Backfill Materials 6.12 Control of Concrete Material and Mixes 6.13 Control of Concrete Mixing and Transporting 7.0 ATTACMGMNS V~
w.
"rn PIP to.%!-r r b r *
!~:.
~
ti
'.me. ~
-Y.
a V
Lr' I'.'.
WQC-1
Pr~a Aor W aterford Steam Elctric:
Statio UniNo 3.~TT 2.0 SCOPE A
2.1 Theproeo his procedure ppi s to cotold ~items whihae dea ivure d
ton the jobe sn thritem as requisted by the EbPoNcerojc ul Ssupr-nc intendant, Senior Resident Engineer or Canstr.iction Superintendent, A
except items for which specific procedures may be written.
-.A 2.2 The measures herein established 1re meant to assure that purchased items received and accepted at the site conform to the procurement documents and that the requisite quality of material and equipment
~4 U is preserved from the time the items are received on the job site 5
until the tine of issue to the installer.
40..:
3.0 REFERENCES
3.1 Quality Assurance Criteria for Nuclear Power Plants, 10 CFR 50,
'a...Appendix B.
a.3.2 Quality Assurance Requirements for Packaging, Shipping, Receiving, Storage and Handling of Items fo ae-oldNuclear PowerPlns L.8.3.3 Packaging, Shipping, Receiving, Stor&ge and Handling of Items for Nuclear Power Plants (During the Construction Phase)
- - A 3.4 ANSI N45.2.5-1974, Supplementary Quality Assurance Requirements for Installation, Inspection, and Testing of Structural Concrete I
and Structural Steel During the Constzuction Phase of Nuclear 4
Power Plants.
A 3.5 Ebasco Specification LOU-1564.472, Congrete Masonry.
A 3.6 National Ready Mix Concrete Association (N!X(CA) 3.3.1 Certification of Ready Mixed Concrete Production Facilities 3.3.2 Measuring the Uniformity of Concrete Produced in Truck ttixer S
A
- 3. 7 Material Receiving, Warehoi.ýse and Control, Procedure ASP-IV-10.
A 3.8 Caring and Maintaining of Permanent plant items, A.SP-ZV-19.
Y 4.
Q3AS Z'RV:.z t?=
P eA:
P 16OC-:
IA 3.9 EbaSCO 4Iuclaar Quality.Assurance Program !Yanuall "IM-100l as I
revised for Louisiana Power and Light Company Watarford Stesin Electric Station-Unit 2.
4.0 DEFIXSIfONS A
4.1 Aggregate* - Fin& and coarse inert materials used in the manufacture of concrete.
Sand is a fine aggregate. Crushed rock, natural gravel or crushed gravel &to coarse aggregates.
A 4.2 Certification - The action of determining, verifying and attesting, U
in vriting, to the qualifications of personnel or material.
A 4.3 Classific~ation -
The organization of ites= according to their susceptibility to damage during shipping, receiving and storage only.
It does not relate to the function of the item in the completed system.
A 4.4 Condition~al Release -
The act of releasing an item for conditional u
installation when the item has an "unacceptable" condition that I
can be corrected after installation.
A 4.5 Controlled Item -
Any item or material that will become a part of the permanent plant.
4.6 Deficiency -
Any deviation from specified requirements.
A 4.7 Deliquent Inspections - Required off-site inspections that have not been made, or if made, the report of such inspections vas not delivered with or before delivery of the item.
4.8 Documentation - Any written or pictorial information describing, 8
defining, specifying, reporting or certifying activities, require IS A4.9 anding Anact f pysicllymoving items by hand or mechanical means, but ntincluding tranport modes.
retnato adjacent to the designated point of installation but prior to any actual Installation work consencing.
A 4.11 Item - Any level of unit assembly, including structure, system, sub system, component, part or material.
A 4.12 Installation - The act of permanently setting items or materials into place and making necessary connec:tions to provide an operating system.
4.13 Receiving -
To take delivery of material or equipment at the construction site.
Cf.-=QL OF R.EEZ1V1NG, S=
LN AND SnO3.GE OF
-My2,17 M&Tr&IJLS, SOIL.S A.0W CONC=ZT
-a 9,17 1
Februarv 2... 1978
'4.14 Storage -
The disposition of materiali and equipmant !-.=
the time the item(s) is received an the constrction sit~e =~til the item(s) is released from storage fac~ilitieas for fabrication or installation.
4.15 Storage Facilities - Warehouse or yard area designated and prepared for holding zf items.
4..16 Turnover - The release of a completed it=m and the re~spunsibility therefore to the client.
5.0 RESPONSIBILITY, 5.1 The Materials Quality Control Super%:4-or reports to the Quality Control Site Supervisor and is responsible for administering and directing the activities of this procedure and for the review of supplier non-safety related manufacturin~g documen~ation to assure completeness.
A 5.2 Materials Quality Control Inspectors report to the Materials Quality Control A Supervisor aqid are responsible for assuring that the measures established in this procedure for the receiving, handling and storage of material and equip ment are performed.
5.3 The Quality Assurance Records Supervisor reports to the Manager, Site Quality Assurance Program and is responsible for the review of supplier manufacturing documentation to assure completeness.
5.4 The RVAC Quality Control Supervisor reports to the Quality Control Site Super-Z1 visor and is responsible for providing direction to lIVAC Quality Control In spectors for identification of installation inspection and test status of UVAC materials and equipment.
5.5 The Equipment Maintenance Engineer is responsible for the maintenance of all items in storage from time of delivery to issue of ites= to the installer.
5.6 The Senior Resident Engineer is responsible for storage level classification A
of all items received on site without such classification; f or justification I
for Conditional Releases; for evaluation and disposition of discrepant material.
6.0 PROCEDURE 6.1 Receiving Inspect ion 6.1.1 Controlled items shall be subjected to a receiving inspection by the
.Materials Quality Control Supervisor or his designee.
6.11.11 The following inspections shall be performed prior to unloading to verify that shipping damage has not occurred. Unusual con ditions that shall be watched f or include:
a) Charred paper, wood or paint, indicating exposure to fire or high temperature.
b) lleatber-betatn, frayed, rusted or stained containers in dICazIang prolosged e~posi~s diwiag transit.
c)
Waer ar oi.l marks, d.w or dimy areas, or "ilt film, in
&dUMAMI eapoee to a"e water or viater road salt chemicals.
A' J==70.= ZA~~%
S-
- 3~
'~
'i.
d)
Shifted, broken, -loose or -.,;isted shipzing ties and worm material under tie-drawn and straps Ir chains indicatin3 improper tie-davn and bl-ocVking Spitrd tono rse containers indicat f)
Reaview of impact recording ins trumntu readings if either the purchaser or the vendor required impact recorders used an equipment or equipment crating.
A 6.1.2 Controlled items shall be stored in an area of the appropriate
-storage level and shall be tagged with L "HOLD FOR QC INSPECTION" tag by warehouse personnel.
9 A 6.1.3 Unless the package markings prohibits unpacking, all ship 13 menes shall be opened and the contents inspected after un 0
loading. When items are contained in transparent separate moisture-proof bags, visual inspection without unpacking the contents shall be acceptable. Random sampling may be used for groups of similar items. The number of items, or percent age of items, inspected will be noted on the WQC-l-l.
Care shall be taken to avoid contamin~ation of items during in M
spection. The inspections shall be performed in an area equivalent to the level of storage required for the item.
The following inspections, as appropriate, shall be performed to verify that the specified requirements have been maintained:
8a)
Identification and markings - Verification that the items are identified and marked in accordance with the
=
requirements of the procurement documents.
- x.
P2 b) Protective covers and seals -
Visual inspection to assure that covers and seals meet their intended function.
c) Coatings and preservatives - Verification that coatings j
and preservatives are applied effectively.
d) Inert gas blanket - Verifications that the inert gas blanket pressure is within acceptable limits.
a) Desiccant - Verification that the desiccant is service able.
Desiccants shall be regenerated or replaced as necessary.
f)
Physical damage - Visual inspection to assure that parts.
which are accessible without disassembly, are not broken, cracked, missing, deformied or misaligned and that rotat ing parts turn without binding.
Accessible internal and Geram.1 areas shal.l be verified as free of detrimental gouges, dents, scratchese, and burr&.
ZSZ~.?Z~
A 1~1o~s~~.i
~z:c
- ~rc::*
~
'.~
OC" 3 the new status unil+/- c=rre ctlve actijon has been take,..
All doc-=entatior-referring to this -.
- em sha2.- be amended as the status changes.
6.9.5 Items shall. be released from storage by use of a 'R.EQU1SITI0N 0O4 WARZEOUSE" in accordance with Procedure No. AS?-I~v-1O.
The ROW shall be presented to the Material Supervisor who shA;2, date and sign each requisition indicating that be has releasto the item(s) from storage and then transmit a copy of the RO'W to the Quality Control Materials Control Supervisor.
This in~formation will enable the Quality Control Ma:erias Control Supervisor to know that an item has been released from storage aind at what location in the plant it is intended to bt' used.
A 6.9.6 The Material Supervisor and the Quality Control Materials Control Supervisor shall work together to maintain surveillance of storage areas and the necessary maintainence activities foi items in storage, and together they shall initiate any necessary corrective action.
A6.9.7 Measuring and test equipment used for inspection of items during storage shall be properly controlled, calibrated and adjusted at specific intervals to maintain accuracy within necessary limits in accordance with procedure WQC-4, Calibration and Control of Measuring and Test Equipment.
A 6.9.7.1 The Q.C.I.D. Number of M & TE used for inspection shall be noted on each applicable report.
A 6.10 Inspection of Insulation Resistance Testing A
6.10.1 The Quality Control Supervisor, or his designee shall:
A 6.10.1.1 Assure that testing is performed according to the latest approved procedure.
A 6.10.1.2 Assure thai currently calibrated equipment is used.
A 6.10.1.3 Assure that proper connections are made between the item under test and the testing equipment.
A 6.10.1.4 Assure that the proper voltage range is selected for use on the megger.
A 6..10.1.5 Assure that the test voltage is applied for one (1) minute.
A 6.10.1.6 Assure that space heaters are operating (where provided on equipment) prior to testing.
A 6.10.2 Insulation Resistance test results shall be documented on A
Pan No. ASP-IV-19-1, Material Maintenance Record-A, and verifierd by the Quality Control Inspector's signature and date in the 'QC" colvem on the form for that entry.
A6.10.3 Insulat-Ion Rasistance Test :*sutils sbAl1 I*e reviewed In accordance with the aceptance criterlia as doe4i4-d 4 Cot.s~uiction Procedura CP-4Z5 and/or the applicable.
Care and MIaintenance Instructian for the particulgar i.t&= of equipmes:.
A6.10.4 Uf the test resistance falls below the aininua acceptable value, in megohms, a Discrepancy Notice shall be initiated by the Quality Control inspector and processed in accordance with this procedure.
A
~6.11 Receiving Inspection for Backfill M1aterials A
6.1.1The Quality Control MIaterials Control Supervisor, or his A
6.11.1designee, shall conduct supply inspection for soils materials used in plant backfilling operations. These inspections for:
determination of material acceptability may be performed by test fills, at the borrow pi:, at stockpiles or in trucks, as applicable.
A 6.11.2 Test Fills A
6.11.2.1 Test fill's shall be constructed for the purpose W
~of determining the optimum construction technique 3,
to achieve the design conditions. Test fills shall be conducted, inspected and tested as required by the specifications.
A6.11.2.2 The Quality Control Materials Control Supervisor or his designee shall observe and document results of the following operations when required by the 8
specifications:
A 6.11.2.2.1 Surveying and layout 38 A
6.11.2.2.2 Excavation NA 6.11.2.2.3 Backfill A
6.11.2.2.4 Compaction, including equipment performance and operational characteristics.
A 6.11.2.2.5 Field density tests A
6.11.2.2.6 Trench inspection A
6.11.2.2.7 Mapping C
A 6.11.2.2.8 Laboratory Tests
MRS0. ZaRVCZ j
WQC-1 NW* -*-~:a 6.11.3 Borrow and/or Stockpile Areas - 41aterial Acceptance pit or an site to assure that areas are cleaned of undehirable materia~l such as trees, roots, vegeta tion, mulch and silt In accordance with the specif ication.
A 6.11.3.2 Loading or delivery of back-fill material should be monitored to verify that only ua&-erial which mets the specifications is used "s backfill'.
A 6.11.3.3 Class A borrow materials shall be tested to determine compliance vith gradation and moisture
~ I content requirements.
One set of tests shall be run for every 1,000 cubic yards of borrow IC material or for each working shift, whichever represents the smaller quantity of material.
Results shall be documented on Form WQC-l-9.
A 6.11.4 Excavated or Stripped Areas A
6.11.4.1 Prior to start of backfill operations, excavated or stripped areas shall be inspected to assure proper drainage and a sound base and for conformance to the specified requirements and the results recorded on Form WQC-l-17.
A 6.11.4.2 Material that exceeds the permissable moisture content may be dried by specified means or removed and replaced with new fill. Reworked fill 8
material shall be tested for moisture content and the results recorded on Form WQC-1-17.
A 6.11.4.3 After satisfaction of all specified prerequisites, U
proof compaction of the final excavated grade may begin if required. Proof compaction shall be I
accomplished to the satisfaction of the Engineer before the fill operation begins.
A 6.11.5 Soil Related Construction Activity Inspections All soils placements, inspection and testing operations shall be conducted in accordance with the drawings and specifica tions. Inspections results shall be recorded on Form WQC-1-18 for each shift by each inspector and shall include the following:
A 6.11.5.1 Materia~l has been determined to be suitable and released for backfill.
A 6.11.5.2 base to receive backfill has been properly prepared and c..pactod to the density requIred.
TAW4 NOC. AgPTYy.1.;4 VIm~
,LS~!*
A I
1~A=7O~
~.~T:C 7 : M 3 OF 6.11.5.3 3ackfilling is accomplished in the proner sequence in accordance with Th-a~sco Drawing No.
LOU-1564-C49C.
- 6. U.5.4 Sand backfill materials for Class "A" fill are spre~ad and leveled in layers not exceeding 15 inches prior to compaction.
6.11.5.5 Clay for Class "A" backfill and material selected from the excavation for Class "B" backf +/-11 is placed in layers not exceeding ton inches prior tc compaction.
6.11.5.6 Fill material is desposited uniformly over entire area being filled to a particuilar stag* or level.
6.11.5.7 When required, fill material shall be disc harrowed a!ter spreading and before compaction to blend and aerate the material into a texture that can be consolidated into a homogeneous mass by the compaction operations.
6.11.5.8 Surface of each lift is kept reasonably smooth and free of ridges or grooves which would adversely affect proper compaction of subsequent lifts.
6.11.5.9 Hauling equipment uses paths different from each other in order to aid compaction of the entire area and to avoid overcompaction of any given area.!,
6.11.5.10 If area to receive fill is an original excavation, or compacted more than two days previously, surface; shall be cleaned of all loose debris and improperly!
compacted material. Area then shall be proof rolled and accespted prior to subsequent backfill.
6.11.5.11 When two sections of fill join, fill placed first must have its slope shaved a minimum. of three feet to expose undisturbed compacted material.
6.11.5.12 Compaction is achieved with proper equipment operating at proper speed.
6.11.5.13 Compaction is reasonably uniform within any one layer over entire area.
6.11.5.14 All layers are compacted to full width.
6.11.5.15 In restricted areas, fill does not contain material greater than three inches in size.
6.11.5.16 Reasonable care is taken to protect waterproofing umebrane and protective boards.
I.
I 6wý
.. a A'A
~~~~~~7~-
s23CF 32~z
'.~
6.111.5.17 Backf+/-1.l placed against wataerpr~ofiig membrane boards does not contain aty ?article greater than 1/2 inch in size.
6.11.5.18 Material has been compacted until the specified density is obtained and verified by in-place dansi-,
testing.
6.11.5.19 Surface of fill areas to be sloped to effect drainage away from building and into site drainage pattern.
Low areas to be punped if required.
6.11.6 Soils Laboratory The following functions are performed by the soils laboratory staff under the direction of the Quality Control Materials CQntrol Supervisor.
6.11.6.1 Testing materials to be used as backf ills to deter mine their suitability; borrow materials are sampled and gradation and compaction tests performed to determine the moisture-density relationships vitK' respect to the specified standards.
6.11.6.2 Performing gradation tests (including moisture con tent determinations) on the materials from the work points in the borrow and stockpile areas or out of delivery trucks to determine their suitability for use in the compacted backfill.
6.11.6.3 Testing materials being used as "test fill" to establish the optimum number of passes of the compactor to obtain the required density.
6.11.6.4 Performing field density moisture and gradation tests on material.s from the compacted backfill in accordance with the specifications to assure the suitability of the materials and their proper compaction.
6.11.6.5 Performing any additional tests as required to assure the adequacy of the tested material as required by the specifications.
6.11.7 Soil Testing All soil testing shall be conducted in accordance with the drawings, specifications and applicable codes and procedures.
Verification of soil testing shall be indicated on the forms listed below for each shift.
?AIM 141. A17-TY1.1.4
A 6.1.:..7.1 Test Till.s -
These tests shall be r=
ini accordance withb Section.l2of this przo-adure and recorded an the appropriate :orms.
A 6.11.7.2 Materia Acceptance
- These tests shall be ruz I=
I accordance with Section 6.11-3.3 of this procedure and results recorded on Form WQC-l-9.
A 6.11.7.3 Excavated and stripped areas -
Thease tests shall be rmin accordance with Secti on 6.11.4 of this pro cadure and recorded on the appropriate forms.
A 6.11.7.4 Im-Place Density Tests (Peabody Tasting Serrices Test Form WQC-l-18) a)
One test for every 20,000 ft.2 or less of Class A material placed.
b ) One test for every 40,000 ft. 2 or less of Class B material placed.
A 6.11.7.5 Laboratory Testing (Peabody Testing Services u
Form WQC-l-18)
A6.11.7.5.1 One I point Proctor check and Gradation 4
Test for every 10 in place densities.
6.11.7.5.2 Onet 5 point Proctor Test and Gradation Test for every 100 in place densities.
A 6.11.7.5.3 One 6 point Proctor, one Gradation, and 8
3 sets of Haximum-Minimum Relative w
Density Tests to be run on site (Procto and Gradation) and off site (all tests)
X for every 200 in place densities.
Pd A
6.11.7.5.4 Additional tests may be requested at 5
the engineer's discretion.
'~ A 6.11.8 Documentation and Work Acceptance All documentation concerning each fill shall be forwarded to the Ebasco Quality Control Materials Control Supervisor upon its completion.
The documentation reviewed for the acceptance of each fill shall include the following forms when applicable.
A 6.11.8.1 ?tateri.. Acceptance Inspection Form No. WQC-1-9.
A 6.11.8.2 Excavation and Stripping Form No. WQC-l-17.
A 6.11.8.3 Daily Backfill Inspection Report Form No. WQC-1-l8.
A 6.11.8.4 Sail testing forms including In Place Density, ftoctoT, and Gradation Test 5uaa7 forms io accordance with Peabody Services testing procedure.
.5
- COMTROL OF RECEIi-ING, SULA-AO A!.D STOR~AGE Or HATELALUS, SOILS ANDM CONCU=ET "z 2t o
C 44 2-24-7E 6.11.9 InapeC~ofo and Testing Designation 6.11.9.1 Test Fill's (Paragraph 6.11.2) -
100Z by
~a~sco.
6.11.9.2 Borrow and/or Stockpile Areas - Material Acceptance (includ ing materials in trucks) - Paragraph 6.11.3)-l00Z by Ebasce.
6.11.9.3 Excavated or Stripped Areas -
(Paragraph 6.11.4) Final inspection by Ebasco.
6.1.1.9.4 Inspection of placement and compact ion operations (Paragraphi
- 6.
11.5).
- 6.
11.9.4.1 6.11.9.4.2 When the work is performed by a Contractor that does not have an acceptable Quality Assurance Program:
100% by Ebasco.
When the work is performed by a Contractor that has an acceptable Quality Assurance Program:
One per day, by checklist, when work is in progress.
6.11.9.5 luplace density testing and soils lab testing by soils lab staff: 1002. Witnessing of inplace density testing and review of soils lab tests by Ebasco Quality Control: 100.
6.11.9.6 Work Acceptance (Paragraph 6.11.8) Ebasco -
Materials Quality Control Supervisor, or his designee.
6.12 Control of Concrete Material and Mixes 6.12.1 Cement 6.12.1.1 The Quality Control Civil Inspector shall check each incoming shipment of ceame nt, and he shall document this on Form No.
WQC-1-13, Quality Control Cement Approval.
6.12.1-1.1 6.12.1.1.2 He shall review the mill certificate to verify that only one type of cement from one mill is being supplied, and that the chemical and physical properties of the cement meet the requirements of the project specifications.
He shall determine and record the temperature 0 A
of the incoming cement.
Cement exceeding 170 F I shall not be used.
6.12.1.2 One test sample for each 1200 tons of cemnt received shall be obtained and tested (ASL( C150).
Samples shall be taken by a laboratory technician.
Information concerning the sample shall be recorded.
6.121.2. (Continued) in accordance with testing laboratory's apn.roved procedure.
6.12.2 Aggregates 6.12.2.1 The Quality Control Civil Inspector shall mnake a report on stockpile conditions daily during con crete production or weekly during inactive periods Form No. 9QC-1-14. Quality Control Aggregate Stcr age, shall be used to report these conditions.
6.12.2.2 The following 'sampling and testing shall be performed by the materials testing laboratory during concrete production using the appropriate ASTM Standard.
Gradation (ASDh Cl36) once per shift Organic impurities CASTh4 C40)- weekly c) Material finer than No. 200 -
daily sieve (ASTM C117) d) Clay Lumps and friable
- monthly particles (ASTh C142) e) Specific gravity and absorp- - weekly tion (ASTH C-127 or C-128) f) Percentage voids (ASTM C-30)
- weekly g) Lightweight pieces
- iponthly (ASTm C123) h)
Los Angedes abrasion
- 6 monthi (ASLh C131 or C535)
L) Flat and elongated particles - 6 monthi (CRD C119)
J) Potential reactivity
- 6 monthi (AST.4 C 289) k)
- 6 monthi
- 1) Moisture content (ASTh C566)
- daily B
B 6.12.2.3 Any of the above tests shall be performed more frequently when required by the Quality Control Materials Control Supervisor based on job conditions.
These tests are to be made during concrete production and also on material received when required.
6.12.2.4 Results of these tests shall be documented by the test laboratory in accordance with that organiza tions' approved procedures.
Water 6.12.3.1 The following tests shall be conducted by the miaterials testing laboratory to verify that the quality of water meets the requirements as
~established by Specitjcati.u LOU 1564.471.
A copy of this Tepor will be obtained for the Quality Control rqcords..___
6.12.3 FARM NO.
139-73.
A
.6.
6.1.2.3.1.1 Water shall bea tested for dissolvec solilds every three months.
6.12.3.1.2 Water sh~all be tested for chloride content zoutLh.lv 6.1-1.3.1.3 If ice is used, samples of thne water used for making the ice and samples of the ice shall be taken and tested to meet the same requirements as the mixing water and at the same intervals.
6.U1.4 Air-Entraining Agent 6.12.4.1 The Quality Control Civil Inspector shall check each delivery of air-entraining agent to confirm that the shipment has a certificate delivered preceeding the shipment or with the shipment show ing that the material conforms to specified re quirements according to Specification LOU 1564.472 and enter this notice in the Batch Plant Log.
6.12.5 Water Reducing or Water Reducing Sot Retarding Admixtures 6.12.5.1 The Quality Control Civil Inspector shall check each shipment to assure that the Infra-red spectral curves are supplied with the shipment and the certification by a chemist that the matoriaý supplies is the saea as that used in the trial mixes. This information shall be entered in the Batch Plant Log.
6.12.5.2 The Quality Control Civil Inspector shall assure that type D water reducing, set retarder admixture is used whenever the dry bulb temperature equals or exceeds 85 0F or the temserature of the fresh concrete equals exceeds 75 F and in any mass place ment when so directed. Notice of the change will be entered in the Batch Plant Log.
6.12.5.3 The Quality Control Civil Inspector shall assure that Type A admixture is used in &l.U concrete other than that under paragraph 6.12.5.2.
6.12.6 Concrete Mixes 6.12.6.1 Concrete mixes shall be designed by the materials testing laboratory id accordance with applicable procedures.
6.13 Control of Concrete Mixing and Transporting.
6.13.1 Concrete Plant Inspection 6.13.1.1 The QC Civil Imspector shall perform weekly cor relation check between scale dial readings and remote readouts at control console. Results are
-to be documeted In Batch Plant Log._
W~r~TC~ S~~
~.~7?.It~d1O
- ~C~~ 2 A~:17 T 3
- ~~~
VA.
Tla.
a now SE'n.CVCLT LX
%F
W'A2-1 4
6.13.1.2 The QC Civil1 Inspector shall maintain a lox of daily plan: operati+/-on inclUdIn0 tlaes vbel hatching staread and fziashad.
6.13.1.3 The QC Civil. Inspector shal'l =n.intain continuous surveillance at Batch Plant operation utmril relieved by another QC Civil Inspector. Change of inspectors shall be documeted in Batch Plant Log.
6.13.1.4 During the batching operation the QC Civil1 Inspctor shall:
6.13.1.4.1 6.13.1.4.2 6.13.1.4.3 6.13.1.4.*4 6.13.1.4.5 6.13.1.4.6 Periodically check scale remote read out for zero reading prior to the weighing of a batch.
Periodically check batch selector to assure that proper miz is being batched, Periodically check moisture meter read ing to verify proper moisture and aggregate weight compensation.
Periodically witness the weighing of cement, sand, stone, water, and measure.
ment of admixtures to assure that weights are within the specified limits.
Periodically check recording ticket for confirmation of batch weights.
If the automatic batch printer breaks down, the Batch Plant operator will fill out the ticket manually using the actual weights read from the remote readout.
The QC Civil Inspector shall not-fill out the ticket but shall only verify that the weights are within tolerance and sign the ticket.'
Periodically verity that the truck ticket has the batch time stamped on it.
6.13.2 Mixing and Transporting Equipment 6.13.2.1 The QC Civil Inspector shall before each start-up of concrete, examine and evaluate all truck mixers used to deliver concrete for conformance with this procedure and record on Form No. WQC-lu'16, Concrete Equipment Clearance.
"kmq No'. AUPmtTrf.1.4 11.U.1
£
£1 11
".7 aa Interior cand+/-:ion satisfactory:
So apreciahi. accmunlation o! hardened concrete; blades free of excessive wear; chargiangd discharging openings and chute In good condition:
Free from appreciable accumuilations of cemnnt or concrete; hopper and chute surf aces clean and smoth.
Equipped with a counter In working condition to indicate the nuber of total revolu tions and -ixing revolutions of drum.
Results shall be recorded an Torn Noc.
VQC-1-16.
Six Month Inspection (Level 1) 6.13.2.1.3 6.13.2.1.4 6.1.3.2.1.5 Blade wear shall be checked at the point of maximum drum diameter nearest to the drum head.
When the height of the blade at this point, measured from the drum shell, Is less than 90 percent of the original height (See NLMCA "Certification of Ready Mixed Concrete Production Facilities" Checklist, for sketch of different type blades giving X"V dimension for the original radial height), the blade is considered excessively vorn.
All daily inspection procedures shall also be done at this time. Results shall be recorded on Form No. WQC-l-16.
Drum or container of such size that the rating as a mixer (in volume of con crete) does not exceed 63 percent of the mixer disregarding blades. Gross volume computed according to NRMCA.
This check is done once, first time on site. If unit has rating plate of "Truck Mixer Manufacturer's Bureau",
it is not necessary to check.
Provided with a plate shoving mixer manufacturer's recommended operating speed for mixing.
Check accuracy of vater meters by use of either a calibrated container or weighing the water discharged through the pump.
MUSCU 1=1=V1 xoz%=A 7
K
= SiA-.~.Z~.c=='
=..
- ;M=:29 Or 32 6.13.2.1.2 FARM UP.
I uc=rl.
wi~~~~ro,~~
A=.&
qrcxc
~
~
32 6.1.3.2.2 The operating condition of both Batch Plants shall be checked prior to sta~rt of cocrete prLo duction each day.
The aggregate boopers; of e~ach plant shall. be empied of. any materials left over frou a prevtous day to ensure %he prompt startup of the backup plant. This shall be recorded daily in Batch Plant Log.
A 6.13.3 Documentation A
6.13.3.1 The main and back up plants shall be certified according to Nautional I*a&& Xiz Concrete Associatlot by by indeperndent registered engizaeer and s~all be maintained in the file as permanent record. Plan:
w shall be recertified every 2 years.
~'A fj.13.3.2 A ticket shall accompany each truck load of concreti with a unique number which shall identify the batch 13 for any future reference.
IA 6.13.3.3 Each truck used on the project shall be marked in such a way as to be identifiable by the Engineer's U
inspector from a distance, and a list of the identification marks cross listed to truck chassis serial n.umber shall be provided.
w A 6.13.3.4 Batch Plant Log -
Log as referred to in this pro a-cedure is a continuous record of events maintained in book form with not more than one day of events per page.
8 A 6.13.3.5 Concrete mixers used in transportation of productiot tA concrete shall be inspected daily prior to use and results recorded on Form No. WQC-l-16.
X ~.A 6.13.3.6 The uniformity of concrete produced in truck mixers shall be verified every 6 months and recorded by the test laboratory on the appropriate form.
A 6.13.3.7 Scale Calibration
- A 6.13.3.7.1 Scale caiibration shall be made every 90 days or at the Quality Control Materials Control Supervisor's direc tion, using weights certified to be traceable to the National Bureau of Standards.
41 62.13.3.7.2 The scales sha*.: be z.se:wked by loadirj victh tertfi~id weights, makin~g a readinig. removing the certified weights, and los4d.ng at. approximately equal amount of material to the scale and re loading the certified weights. This process shall be repeated to a suitable limit; in effect, checking the scale at points equal to the increment of certified weightq. The scales shall b.
accurate within -
0.20 percent of scale capacity, throughout the range of use (miCA certification requirements).
Results shall be recorded on Form No.
IrQC-1-15, Batch Plant Scale Calibration.
I I
~AswSrzzc~ZQ~~~_Wo.
iz~oa:
Z!E~i 31 OF O
3~
7.1ý WQC-l-l, 7.3 WqC-1-3, 7.4 16QC-l-4, 7.5 WQC-l-5, 7.6 WQC-l-6.
7.7 WQC-1-7, 7.8 WQC-l-8, 7.9 WQC-l-9, 7.10 7.11 7.12 7.13 7.14 7.15 7.16 7.17 7.18 Mateznial Receiving Inspection Report Szorage Inspection a! Itma Report Equidpment Storage Monitoring Log Discrepancy Notice Starafe Inspection of Areas Raport Quali-tv Con:rol -
Conditional Ralease Quality Assurance Records Transmittal Quality Cj.ntr~l Inspection Report, General Borrow Material Inspection Report WQC-l-l0, Electrical Penetrations Pressure Report WQC-l-ll, Non-Safety Related Items Field Report Log WQC-l-l2, Field Report WQC-l-l3, Quality Control Cement Approval WQC-l-14, Quality Control Aggregate Storage WQC-l-15, Batch Plant Scale Calibration, 3 sheets WQC.-l-16, Concrete Equipment Clearance.
WQC-l-17, Excavation and Stripping Inspection Re~ort IJQC-l-18, Daily Backfill Inspection Report 7A~9 dC~, ASP.Ty!1.~
V~~Y¶~
.N0ý-
r=1EASCLW szrV*I=
WQ
W.
sa sepe tum fm
.ume i..) wwuln of WL/ls uan.iiammbse 3.)
using saw.
lfrompile s
sub.
7.)
vow 4
/20 agtm~ Pilo ad.
ai u.)
a 1iZ" -
I*
a fepg Pile maSUWWat:
~.)
?~.s sus.1sad(
5:U swtim wst?.
2.)Tuwmcasr of 04 Li:
- 11.
(1t below ssadahs)
Ui.)
Tompratus @1 1/2" -1" (I ft balwmotse,".)
2.2.)
Mashed of staekt2.1a" Gouse angnp:.
cismats 7o=m No. WQC-1-14 (2-24-78)
It ujecesd. nfoeto Ms gsipeaw Notion M4.__________
Forts Igo.
MQC-l-lI (7-74-7P)
S -
Scale wt.
CR0l Coimpter Read Out
,do,.-I, I 1 4.
Waterford SES -
Unit 3 Quality control Batch Plant Scale Calibration Date Teat Lah Accepted Ehmsco q1. C.
Aggregate Aggregate Aggregate Aggr.~.t..
a rrue ScaI 2 E CR0 2 E True
~caIe 2 E CR0 2 E True tale 2 E CItED E
True
~urnlt. z v~ T!UTI Ut.
Scale CR0 Ut.
Scale CR0 Ut.
Scale 6:RI)
Wi.
SIdde a
a a
a a.-
a a
a a
a a
a a
a, a
a a
a
.a
-~
a a
a a
a a
a a
a a
aa~
a a
a a
a a
a a
a a
a a
a a
a a
-~
a a
a a
a a
-~
a a
a a
a a
a a
a a
Forst No. WIC-1-15 (7-24-7fi)
S -
Scale w.t.
CROi Ctimputer Read Out Waterford SES Unit 3 Quality Control Batch Plant Scale Calibration t
it I
nate Teat lUs,-
Accepted Ebasco q. C.
Cement Cement Water gitI True Scal 2 R CR0o 2 E True "Scale 2 E CR0 Z E True IScalt 2 E
(:R 2 E T ine srale zTT~~1 wt.
wt. 'Seal Clio Wt.
Wt. Scale CR0i wt.
Ut.
Scale 4:110 Wt.
tit.
st.ile CHOi
SI....
~.4 3 Farm No. WMN'-1-15 (2-24-78) a : lease vo.Iah c
C0#.dCU 0.-0 0*1t411 5 Ss VIT UP. 3 EpALlIv iWIlro SAFU " Ain£0 !-:0 1~ FI'M IseaTlIO has.
Accepted be Tress~e ses*4 c 08 9a sE aLU aU I4.
UEA a aIt
.. Oj-&w It S1 1a.
51 c I
,d A a rawrofew
'Jul.'
wa.
A*~
T0 K5.1a Iw.. A
~
.s.
Itsea.
- 104.
.18.
5*4_________Its5
__*~~1
- 1.
Ift ILVA..
-is_
n i-U a,
a~~~~~~"__
a
______mi Is*a~
3?
36 1%
440 let 15 42
- oz 44 f18¶ 54
_~vi
_6 3
_i
_I 4*
~24*
4 263 toam got 216 3,
1-10 M0 in___
IN 12____
I09 SIR 292 I 1 I
3M
__134 19.
ZZLFFI t---4 I-----
l-7
--4I-1
--
- I lid U840.
1As" I
.3 -------------
a t-Oft
40.
LV5
-C MAX
~
S~
IM Love.1 0!
Cing1:.Lm 0.1 work..as
'a& a.
Approvs4 I:~~;Oet g
ap:
U.11 "d hoperAer glde speed Work=$
Disapproved Form No. WCC-1-16 (2-24-7R)
EBASCO SER71CES INCORPORATE WAhED2OR
=11" NO.
3
=cUUzTzo AND 12
.=~l~
'SPECTM.'
REPOnr Form No.
U*QC-l-1 (2-24-78)i Q. C. Inspector FiLl Location BASE
- 1. Drainage Conditions:
- 2. Regrading Of Ulse To Provide Adequate Drainage:
- 3.
Composition Of Base Material:
- 4. Stripping Of Objectionable Materials On Surface:
- 5.
Moisture Content Of Base Material: Test No.__ Test Result-2
- 6. Moisture Content Of Reworked Or Replaced Base Material:
Test No.
Test Resultt
- 7.
Base Density:
- 8.
Proof Compaction Performed Properly If Required:
SLOPES
- 9. Stripping of Slaves:
-~I Commnts:
Date_______
____El.
Accept
- Reject 1 Sao _
_ 1 Date In*e and Slopes Acceptable for Backfill:_ ____________
Q. C. Sigzatire
LIASCO SEMIE3 INCORPMAP=
WAZD.FMf UM.r NO.
3 DAfL.! BAC-77=Z
=SPECTION REP?01
~.C.
Lns'aCtor Shif t Date_________
I1. Fill AreafLocatiou Contz.
El._____
- 2. Mil Surface Area
________Sq. Ft.
- 3.
'iorrow material released as backfill: Yes so__
- 4. Spreading and Czmpaction equipment satisfactory: Yes No
- 5.
Bass to receive fill properly prepared and compacted: Yes NO__
- 6. Rackfilling done in proper sequence:
Yes-No~
- 7. Fill material properly placed and spread to a maximum loose thickness of 15 inches:
Yes No
- 8. Lift surface reasonably smooth and free of ridges or grooves: Yes-No S. Hauling equipment using different paths:
Yes No
- 10. Fill Junctions properly treated: Yes No
- 11.
Layer compacted to full width:
Yes No
- 12.
Fill material less than 3 inches in size in restricted areas:
Yes No
- 13. Waterproofing membrane protected during backfill operations: Yes No
- 14. Backfill against waterpi&..ofing membrane contains only material less than 4 inch:
Yes No
- 15. In-place density testing properly performed: Yes No N/A_
16, Comments:
Backfill Operations Acceptable:__________________
Q. C. Inspector Date
WATERFORD S5I.10 ELECTRIC STATION Amircceptabl*-
1977 -
1165 -4W INSTALLATION -
MNIT 3O 3 U-unacceptable QUALITY CONTROL NJ/Amuoc applicable
!YATERIAL RECEIVINL NPCINRPR i,2~
DATE:.
9'~REPO RT NJO
'IA-Z~ ?I*f - rl F-P.O.'
Ad/40:yr17 9.
SUBCONTRACT P.O.#D HEA.T #
,i DESCRIPTION OF 17-4:
-~
a 11
%UFACTURER LOT OR BATCH 9 I
~
10 QXL
) "aU
ý OýC 3 0a MU1TING rA5r.'S TUX ITlWIXT 13Z091M
[AM Acusim~
AlIs rut ort 0?imUgtL GOICu. 0EMS, SCWl txis AXV ALItU Au ACCUSIut? AlLS VI213 SPECIFICATIO agU~AMwINS Ora OUT?. SOIL. 4nj. SCALI.
A U N/A, x
'45
~~
~
c PM PDFT1A ROPZFtES CCNTOSN TO 5I~ol ~
Y
.00 U03?TAN1 3uwLSZO=S COXION44*JU hJ3-101 OP'.JDAWLIGS ASOl StCCUICAWUS a ~
~
11 Ptl a
UF9ARATIWS IN AcCCuicz WIT1 1313-z;ai sam AFPLICAALt DRAW1316S ASO SMIM1AIMC
~~1 -
~
~~
moss is= ort inzvc or unsLfaZC AilS OIL it azquiub Iý.0 CC-u(
C or JdJ16 ON$
005 MSt~UTI2 49UANC: TZST FOl 00s c~rC1JwC Wind SMUCRlAMNOS kA C Cf r~
i MAY Z 3 1980 MAY 10 197 Un~Accoocable is indicative of a discrepant contditio Z =oGnes w
be4 C z6v CO~w%[NTS
- Mia, lo 9,y424~
')~
.jrw1,
~ld~-~-~
A6 OA I' Np;#,,,A p AM. A foyi" Agen,..
gr.(C,wff Va.
0/cl
'tk r-
- 0.
'4 NC Aw
'A m-
~g7E43 me i,,CZ A6) I-Z 7 40 A-'4 V
yJS
~e.
VENDOR 0A r
-r r-
~
/
C rmm joy-2,0j f4 4Z 017 C cp
t0 P.O. Box 70 Killons., Louisiara 70066-0070 Masy -19, 1983 W3QA-24~962 P0 NYw-1403518 D. Mueller-QA Manager Comsip Incorporated.
3030 Red Bot Leaw Whittier, CA 90601 WTJISIANA POWER h LIGHT C0OIPAJY WAMMROD STEAM ELECTRIC STATION1 1982 -
1165 MW1 ISTALLATION -
UfnI M0. 3
Reference:
QA D!FICIENCY REPORT: 83-5-145 Enclosed is this report so that the mater viii1 LAS /FJ/lam Attachwat a'copy of the above referenced Deficiency Report.
Please review and initiate the recomminded correctivye action by June 13, 1983 subject deficiency may be cleared.
Your prompt attention to this be greatly appreciated.
Vg~ truly yours, A. tinson, Manager Site Quality Program cc: S. Smith M. Malladi-ESSE-Action Required J. chapman G. Egner-NY QA-Action Required L. Gilliand M. Orogel -
(NY) Supervisor Expediting (v/attachmentu)
J. Cbapdalains - LP6L U.C. Prt-Req. Testing X. Bouck - Zlasco Start-Up Muater Tracking
- V3QA, Mie QAS Mie U. 0. Sbaughnessy-Radvaste U.T. McDonald-Electrical Engineer
- 0 3ASCO SERVICES INCORPORATED
0 DATE:
May 18, 1983 TRANSXIL OP= D!7nC=CY WORTS TO:
S. SmIntb Q.C. Material Cont-rl Su~pervisor L. QLIlland-Accoucting J.- Chaapinm-)aterial Adminstrator (14 ces)
M. Sbuck-Ebauco Start..Up QA Deficiency 7ile.
M. Oropl-(3T) Supervisory bgediting J. Chapa$.a~im..LL V3. C. Pro-Rec Testing Muter Tracking W.T. McDonald-Electrical Engineer-Action Required M. Kalaled+/--ESSE-Act io Required.
G. Einer-B A-Act onRequire UP Deficiency tep~rt 0:
D:8..
P.O. 0:If 0
Dm:
14/16/82 amONSK Am~~wzzACZ Vendor, NY QA. Else. ftg.. EM5 TNDD'C=WCT is XKL2 OF7AN OVD is VOT E AIW= 13 A COPY OF TU DWZCCT Rzp=T CAPITON ADMV.
P?LIM KADZ ACCODZN=.
I%
rm :
Fernanza CD Jbimmon znýi
=AT-TY AMSUU= RZ=US DIPAP43M Iq 518
CORRZCTrIVE ACTION REFERRE TO:
VIerdor,:r*' QA.Elec. Enst.. ESSg 9619041 GO V"GjEC?
LOUSINAPOER4IGHT COMPANY QUALITY P.SSURANCE ENGINEERING Ps 1 Of1 DEFICiENCY REPORT POTIG MIR(S)
TBTL-DF8354
=IZS) 3050TO70ap"p*
INY 4s03518 Fernazza CB.7ohrnson 1ý REER TO DICUNCT IREORT NUMBER WHE RESPONDING***
/,
SUjM*M Of *gtIm 4 ea. Reliance !4otors-lY7882990A1XG, AUXG. A15XG. A1OXG Item 1:
Supplement T of P.O. ordered 4s ea. 4s80 yo-lts tyme TER lYPS8294s2 wtors; received 4~6o "Its type pg lY.F-82 990 motors Item 2:
No eridenc, of form 1305 received Item 3:
No ev~idenge n? ntittlean toof r~i+
a^9&
111COECNO9 O cuIM9vt ACTION Item 1:
ESSE/Flec. Engineering, please advise/clarify Item 2:
- 0. Egner. NY QA. plemle 111a..1305 vAiver Item 3:
Comsip. riggse submit mlsuinp test results VNIRRIICATION OF CORINICTIVII ACTION_______________________________
EDUP C3u~
U, I
I saws I-SVING0.
NO 391 19ASCO 5101VIeCES 1NCOMPIORATgO QUALITY ASSURANCE NONCONFORMANCE REPORT DOiaft.
bution,:
Wimp.
PQAE.. Site QA Superv-se' Yl*.
Ofg~tueftite-PecommqEfoilR 41g-e3 sit
- l~ Iflispfgge Of NCR eLIILN? 00 PNGJ6CI (soOAAN NO./ScCC P.O.
- 13.
LouM~A17A P0WM M'D LIGHT CO Cz7Y/W'oA7.;73Cn-SZS n!TI :Fr. 3 SPEC. LOU 1564.264 0OCII&PIOk OF COMPOk9NT.
PANT On YSvsem -4E VYDROGE!N AZNALYZERS -
(NNOs. 015600-1 AND 015600-2)
- 1. DESCRIPTION OP NONCONFORMANCE '?' (Items Invelved, Speci fication, Code or Standard to Which Items Do Not Complyv, Subumit Sketch if Applicable)
Per LCU 1564.264 Paragraph 26 pump motors for the H,, Analyzers were to be given a rotation test. This test was not pefre.RM-At TET c~u HNA9O AMC SIGNATuRC Co P *CRsoo4 011POR?'NG"06 mokN.rMa*"c C Is)
?uIsg/C@OMPANY COAT.
o
= T t, ;;=Os A/fE/"ý S,
ee 4
j~t A/-ac Services Inc.
98-'6-79
- 11.
RECOMMENDED DISPOSITION "0' (Submuit S'ketch if Applicable)
See attached letter from E Anastasi dated 4-4-T9 for Recoinend~ed Disposition.
N4AM9 AMO 61GNAVrUng or 111111110 Rmceb~Cmkoshse 01800SIVION 1111
?ILgIc@MPAMW CAYU i5)5
! 8.apas (eeataced~.r orsiMaur)
ICust. Service Mgr./CDI 4--7 III.
EVALUATION OP DISPOSITION BY EGASCO.
REASON POR DISPOSITION It'i I V. CORRECTIVE ACTION Re ui*e mi Net Required VI.
VERIFICATION OP DISPOSITION
-7 19UI01go do No! agQwiRUo~
fill*um OI 6
l-.
0 OAT.
engine"'ers and conrdr.ictors dei-gn Sot nfl114#Al aoRf ButormaI.o..
910ClcIF-A d8at 0COU-9~n
&Ad AM4merSYIGOAS1?
April 24, 1979 A r-rsc.-vowaur To Louisiana Power and Light/
Ebasco Services Inc. Agent 2 Rector Street New York, Now York 10006
Reference:
Louisiana Power and Light Co.
Uaterfird Steam Elec. Station St. Charles Parish Louisiana Project 1977-1165 M1W Installation Unit 3 Customer P.O.:
NYv-403518 C.D.I. S.0. 080156 Panels SN 015600-1 Z -2 Althatigh the' pump motors tar thesef sy~tems are 30 motor rtantion ha. no0 bearing on pump performanco.
The punip% nre piston type pumps and will work as well turning In either CW or CCW.
Customer Service M~anager Quality Assurance Test Technician 10650 Fast flush 1,1rq1..
- o. 0o( M00110, CA 9 1133 -
1131442?01112 -
TvIox 61-47M
^1A/YeU
,E13oc.,o A/Cýe -4,391
.61
-1
\\L CUMYJIxcATZ or COL;K
'instrument and Co~ntrol systems C'
CUITOOM:
358CO Services, rue.
PLAM',
Louisiana Power and Light Company Water ford SM Unit Number 3 PURCHASn ORDIR ?EflStt NY-403518 -Surpplement 7
SALZS OROSR LUE:
03 SLLEU
- ConSiv, Inc.,* Delphi systUem Division ADDAISS.
3030 Bed Hot Lana
- Whittier, California 90601 I!3h: -Nwr1
~ttr4 CLass 13 Motora. Number lYP 863-990-&IZG. Number IYFB#2-990-A3mG, Nfumber LYF882-990-KIM0Z This shall certify that the material shipped against Purchase Order Numiber W-4033 18, Supplement 7j, is in miqiLete conformance with the requirements of said order and motors supplied are identical to Reliance Sample tump Notors qualified to I M-323-1974 and Iu3X-344-1975.
",Sew Hrals Quality assuraftce Representative 40 A2 A/e O@FOp O HMi maw Hi a
- W1 -
ot GAP 9FMA PSi Fooba"b No"14MPA
- Nwim, Visa rpm6
"~
M01U O.A4W WPMYE OM~fwO MU OW mLaM VW A MW climb~
?eiag Tom O V.7101 ZA31CZ I
I U. *3 $F$
- 1
?~t Ci4e~
dig "I
- -THE LOVER FREQUENCY RANGE OF GIVER FLOOR RES~o.ASE SPECT'RA IS OFTEN TIMES NOT ENVELOPED BY THE TEST RESPONSE SPECTRA DUE TO THE PHYSICAL LINITiTI0NS OF THE SHAKER TABLE.
THE CONSIP, INC. FORCED VIBRATION TESTS FOR TYE MODEL X-III/X.IV LOCAL ANALYZER PANEL SHOWS A LOWEST NATUJRAL FREQUENCY OF 19 HERTZ.
THEREFORE, THE RANGE OF 1.2 TO 1.8 MLRTZ FOR THE VATERFOB 3 RRS WILL NOT LEAD TO FURVES ]MAI DAMAGE OR DISTURB THE CCM0SIP,
- INC, EQUIPMENT.
THIS 19 HERTZ FREQUENCY IS NOTED IN THE X, Y AND Z DI1?ECTIO~be
- 3)
THE INPUTS NOTED ON THE TEST LOG SHEETS IN THE 1035-1 TEST REPORT ARE FOR THE RESONANCE SEARCH PORTION CF7 THE SEISMIC TESTIN4G.
THE PARAMETERS NOTED ON THE TEST LOG SHEETS IN THE 1035-1 TEST REPORT ARE FOR THE SEISMIC QUALIFICATION.
THE SEISMIC QUALIFICATION VA DONE BY USING A COMPLEX RANDOM INPUT BIOXIAL TEST.
IF YOU HAVE ANY QUESTIONS REGARDING THE AtouvE D1SClSb!UN,, PLEASE D0 NOT DESITATE TO CONTACT ME AT ANY TIME.
- REGARDS, SID [LOXEYER, JR.
PRODUCT MANAGER COPSIPI INC.
TELEX 674768 CD !NC COID tlASCO A NYX
'ECORD OF TELEPHON1E CONVER
-ION
- '~~oc ~
NC..
CI2 NT SY".9OL.
^17S NO DISCUJSSION WITh -
d hhSe-v A~v
~
7qe4 /01 It Ail A1~
jr#/e IW EA-47 P..-
1v35-peg 1-7
- ..S £47 PA.^l COUMIN7SIYFFF?
4
+otr, 1TAW 4 *,&~SO~4 COMMENTS~'~~c.
~~
vb~~'s~
07 kWe,* i~
A 00i 4e.;V.0A 1.3.~v~~4N4&4 k4.'ed
~v#4 A,.CU~
- ,ST
EMAS= SERVICES INCORPORATED E V.S; 0 700 btna T'W& ConIf NewlftOIt. N Y 10048 June 3, 1983 Ll.3 -837-93 File:
1OQ-C-4a Mr Sid Lohmeyer, JZ Product Manager Comhsip Inc Delphi Systems Division 3030 Red Hat Lane Whittier, CA 90601 RE:
LOUISIANA POWER &LIGHT COMPANY WATERFORD SES.UNIT No. 3 CONTAINMENT H2 ANALYZER PO NY-403518 IEEE-323-QUALIFICATION OF SAMPLE PUMP MOTORS Refs:
- 1. EA&T Report 1035-1, dated 9/81
- 2.
EA&T Report 1035-8, dated 9/82
Dear Mr Lochmeyer:
References 1 and 2 cover the qualification of the Hydrogen Analyzer Sample Pumps and Motors to IErE 323-74.
We have reviewed them and have no comments. The subject reports are thereby ace ipted by Ebasco Services Incorporated.
Very truly yours,,
Oliver Block Radwasta Supervisor WS: ADe: as 00 cc: Central Records - W3 (2)
Nuclear Records -
GO (2)
XSS Nuclear Activities V'R
LW3-837-83 bc:
tFDyg~
J P ?adslino J K Tompeck C F MTrapp '
J-Horvath R Hymes R J Johnson J Deiruin J M Brooks R J Milbiser (3)
Project RecordFile o Block I
W Shaughnessy/
A DeVito HI Leon R Vidal M Honsiello 0-.,
~~.f~ doc rz
/4-r -L-AL' k,
CcVxICIM d -A1-
%' 7
~-
~6 ci 153
'pr /X