ML20127B707

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Issue a to Procedure QCIP-1, Density Control of Shell
ML20127B707
Person / Time
Site: Waterford Entergy icon.png
Issue date: 09/17/1975
From: Temchin M
EBASCO SERVICES, INC.
To:
Shared Package
ML17198A241 List: ... further results
References
FOIA-84-455 QCIP-1, NUDOCS 8506220034
Download: ML20127B707 (7)
v • d • e


Text

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.. EBASCO SEMICES INCORPORM

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WATERFORD STEM! ELECTRIC STATION - UNIT NO 3 PROCEDURE FOR: DENSITY CONTROL OF SHELL ,

PROCEDURE NU DER:

OCIP-1 ISSUE StM1ARY m AAVAT _1 ISSUE /DATE  ! PREPARED APPROVED RCtARKS 5

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EBASCO SERVICESJ INCORNRA c

. WATERTORD STEMI ELECTRIC STAT i NO. QCIP-1 1.0 PURPOSE - UNIT NO 3 PAGE: .1 CF 3 j _

This procedure outlines a and compaction of the l

the final exposed plaictshell caterial to be placed dimeans to 2.0 C ocene e placement SCOPE, clay, foundation. rectly on top of

, t The scope of the procedure .

I 5d Shell Filter Blanket v111 to bematerial, cover the control equipment, pection and of ins place l k excavated pleistocene clay f Q*

3.0 REFERENCES

placed oundation. directly on top inal of the fnt t the Clam "a .

$3 3.1

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G Ebasco SpecificationEbasco e Services Incorporat d g

o Filter LOU and Backfill 1564.482 5

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Waterford SES - Unit #3 -

Clam Shell Filter Dianket CP-203 est Till T y!j 3. 3

- Soils ControlWaterford SES - Unit #3 QCIP-2 e

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  • DEFINITIONS  %
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8 The criteria and constructi d

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s' '. Blanket,in the Construction Procedcompaction of ,

n ter Blanket are specifiedplacement and ure CP-204, installation of Sh l d

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3.0 iRESPON9tBILITIES 5.1 -

and e l Filter defined T:

Q Q k administration direction of thThe inspection o A Quality Control Civil In e

e Senior Quality Control er the SupT y

3.2 and record the results on RepoQuality spector under the direction the of ervisor. Contr rt Tora QC- 93..a l perform the actual ins Engineer after each shift fCopies of all inspection on-i approval must be obtained mat or the installation or or his of to pri technical approval. ports any e Site Soils sha 6.0 PRoctBE5, thei placeeent of the coHis written nstrumentation. ncrete mud 6.1 Foundetton Approvat Prior to the placement of a

, shall beFore approval obtained nyfrom QC-132 clam shallshell,the to at Sit approval of th

-\ Inspection Report form eQC Soils$3 Ennineer. e foundation 1

. tached to the t.ack of soilA copy of his written mew un e.e s Construction (12 17 74)

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EBASCO SERVICES INCORPOW J . If0. QCIP-1

_4 ISSUE: A . WATERFORD STEA!! ELECTRIC STATION - UNIT NO 3 PACE: 2 0F 3 i

e 6.2 Material s

A visual inspection of the in place clam shell material for the twelve (12) inch filter blanket shall be performed on a per shift. basis. " tis inspection shall cover the folleving areas and results of the inspection shall be recorded on the Soils Construction Inspection Report Form QC-93.

y 6.2.1 Contamination from:

6.2.1.1 Vegitation 6.*2.1.2 organic Matter ts 6.2.1.3 Ruhhi.h -

5 l 'g ~6.2.1.4 Unsuitable Material (specify)

I 2 6.2.2 Moisture Content .

g 6.1.2.1 Too wet

  • 6.3 Equissent
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A visual inspection of the placement and compation equipment shall be performed on a per shift basis. This inspection shall cover the l following areas and results of the inspection shall be recorded on the Soils Construction Inspection Report Tora QC-93 6.3.1 Cleanliness of equipment tires ,

  • e' 6.3.2 Model sad type of equipment h[

a 6.3.3 Weight of static compactors 6.3.4 Weight and vibration frequency of vibrating compactors 6.3.3 Ceneral operating condition of equipment N. 6.4 placement

) A visual inspection o( the placement of the clan shell material shall be performed on a per shift basis. This inspection shall cover the following areas and the results of the inspection shall be recotded on the Soils Construction Inspection Form. QC-93:

6.4.1 thickness of lif t 6.4.2 Uniformity of lift

, 6.4.3 special construction operations a) Wetting 9 b) Drying l

enew wo e., #17 17 74)

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ERASCO SERV' ICES INCORPOR/~ 1)

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{020CIP-1

. WATERFORD STEMI ELECTRIC

. PACE: 3 0F 3 STATION - tJNIT

.4.4 Pattern of equipment traffic papaction -

ell be performed on a per clea shift basis.vi val inspection of the c shell material iv:r the following areas and the results of thThis inspection shall

- rOctrded 93 : on the Soils Construction Inspecti e inspection shall on Report Form

  • 5.1 Speed of compactor
1. 2 Number of passes (one direction)

.3 Pass overlap *

! .4 Compaction pattern k

CO ts required by the Senior Qualit l>vg.,.,;,,;.sy}9&E'XlhY t; a .. 3. . ~.'. , r:':

ection Report Form QC- 93..Sito Soils Engineer - shall I

%wpinbe noted*Egyv:.1'; on B= thy C s Ig'.bd ttO hed to the back ofCopies Form QC of the 93test results shalle Soils '4RConstructionid.;.pM[{3'p[hr.:.* i,j$ "

3 enter Quality Control Supervisor and Si prior to forwarding it to '

~s te Soile Engineer.

Con:truction Inspection Report Fora QC 93 -

teils Engineer Approval Fora QC-132 .

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l'A G C 1980 - 1165WATERFORD STEMt El.EdTRIC

' W INSTAL 1ATION - tl 3NIT NO SOILS CONSTRUCTIO;4 .

l_ 1 Inspoetion Rcport D*'. _

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umber, feequency when ch C Q u r.u g w y 4 0. ecited, when melfunctioned sto o C L N 0, r.ncouENCY . semediel cction token reshfee 7tuC I F n tic UR NC Y Y tu E FACOUCNCY

- TIP e C Sped of Towing . _

' Coverages Reevese e d _ q -

Are orcos 1,eing missed b -

c (wse shve h etteched) y compactoe s ? II se, whose Lift Thickness Compact _

E , when?. hot is compectionCovevoge s Civen _ ed L.

2 perfern? la it setisfactory? If not, why t.os ?

Tests foiling not remediet stees? Wes teguest fwllilled?

ection wss vot en? When was i

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she sees estested?.liow men

+) r omtre coverages were regwested? I

. n what Tomseks (include,miey noncente se speelficestens, nimes end e lec ti .

y ens of ee,eh remerini h

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i vmber of coveeog .

s Hweb:se of lifts pieced endes en lift portially compact Nua.ber of coveeoges compacted this shifted lost thift e,a m., he n on lift portfolly compacted os "

feesd. enverag,e,eched ec.,e ,e .! e,ee 6e. end of this shift e

s needed in indieeted orese, .

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-celens to end conversations with ., of e,e. e, end of .ws, subcontrecserfs1 ,

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EBASCO SERVICES INCORPORATED WATERFORD SES - UNIT NO. 3 SITE SOILS ENGINEER - APPROVAL FORM Dste

  • Location Qu'ality Control forms reviewed .

Approval Rejection Signature Conunents/Reconnnended Action -- -

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t Remedial Work Report QC Inspector:

Remedial Action: Accepted Rej ected Site Soils Engineer Fcrm QC-132 .

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