ML20127C050: Difference between revisions

From kanterella
Jump to navigation Jump to search
StriderTol Bot insert
 
StriderTol Bot change
 
Line 18: Line 18:


=Text=
=Text=
{{#Wiki_filter:.                                                 .    - _ _ _ _ _ - _ _ -
{{#Wiki_filter:.
I-           ,
I-
.e -
.e -
Procedure No. W-SITP-2 J. A. JONES CONSTRUCTION COMPANY SITE INSPECTION AND TEST PROCEDURE                                                                                               .
Procedure No.
FOR CLAM SHELL FILTER BLANKET INSPECTION WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY l+
W-SITP-2 J. A. JONES CONSTRUCTION COMPANY SITE INSPECTION AND TEST PROCEDURE FOR CLAM SHELL FILTER BLANKET INSPECTION WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY l+
ENGINEERING                                     CONSTRUCTION                                       QUALITY ASSURANCE REV.       DATE   REVIEWED BY         DATE                       REVIEWED BY                         DATE           APPROVEL BY                               DATE o      fallafri dk!--a          teltf/rf                      b                                 A* ~'r'If         h           $&                          to/s tl11 FRFM OF INFORMATION ACT REQUEST
ENGINEERING CONSTRUCTION QUALITY ASSURANCE REV.
DATE REVIEWED BY DATE REVIEWED BY DATE APPROVEL BY DATE b
A* ~'r'If h to/s tl11 o
fallafri dk!--a teltf/rf FRFM OF INFORMATION ACT REQUEST
(+-4t<
(+-4t<
A og    * *S0222                                                                                         Lfteif PDR e
* *S0222 Lfteif A og PDR e
e s
e s
                                      ---_m..       - - - - - . - - - - , - - - - .      ~e-.       , _ _ , , . -
---_m..
~e-.


l e      ;                                                                                                        ]
]
l
e l
                .                                                                                                1 J. A. JONES CONSTRUCTION COMPANY                     PAGE 1 OF 3 SITE INSPECTION AND TEST PROCEDURE:                                           PROCED'JRE NO..
J. A. JONES CONSTRUCTION COMPANY PAGE 1 OF 3 SITE INSPECTION AND TEST PROCEDURE:
W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER BLANKET INSPECTION                                   DATE: 10/13/73 PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 1.0   PURPOSE                                         ,
PROCED'JRE NO..
To specify the visual Inspections that shall be performed by J. A. Jones quality Assurance personnel to verify that the Clam Shell Filter Blanket is in accordance with contract drawings and specifications.
W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER BLANKET INSPECTION DATE: 10/13/73 PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 1.0 PURPOSE To specify the visual Inspections that shall be performed by J. A. Jones quality Assurance personnel to verify that the Clam Shell Filter Blanket is in accordance with contract drawings and specifications.
2.0   SCOPE This procedure covers the installation inspection of the Clam Shell Filter Blanket for Waterford SES Unit No. 3, Phase I Concrete Construction.
2.0 SCOPE This procedure covers the installation inspection of the Clam Shell Filter Blanket for Waterford SES Unit No. 3, Phase I Concrete Construction.


==3.0 REFERENCES==
==3.0 REFERENCES==
3.1 Ebasco Services, Inc. Specification No. LOU-1564.482, latest revision, "C
C' ;' ' I: I m. O h r' d '. /T/MPr
/gaeAC//
J. A. Jones Construction Work Proce' ure No. W-WP-2, " Clam Shell Filter 3.2 d
Blanket Placement".
3 J. A.
ne Constructio Wor Procedur No.
-WP-9, " ope
'rotec i 1".
3.4 J. A Jones te insp ction an T Procedure
-SITP-9, " ope (
ection Insp n"
4.0 RESPONSIBILITIES 4.1 Ebasco is responsible for furnishing, receiving inspection and accept-ance testing of all required material.
Ebasco is also responsible for all testing and acceptance of the completed Clam Shell Filter Blanket.
4.2 J. A. Jones is responsible for the handling, placing, compaction and visual inspection of the Clam Shell Filter Blanket.
5.0 DEFINITIONS None 6.0 VISUAL INSPECTION 6.1 J. A. Jones quality Assurance personnel shall perform and ocument all of.the visual inspections listed below oft /G,Apg g#- W - 5 / 7"/''-E,/
~, w,,, s. s,., u ~ s,, - a.


Ebasco Services, Inc. Specification No. LOU-1564.482, latest revision, 3.1 "C      C' ;' ' I: I m.
.m
O h r' d '. /T/MPr /gaeAC//
~
3.2 J. A. Jones Construction Work Proce'dure No. W-WP-2, " Clam Shell Filter
J. A. JONES CONSTRUCTION COMPANY PAGE 2 OF 3 PROCEDURE NO.
* Blanket Placement".                                              ,
SITE INSPECTION AND TEST PROCEDURE:
3 J. A. ne Constructio Wor Procedur No.            -WP-9, " ope 'rotec i 1".
W-SITP-2 REV. NO. O TITLE: Cl.AM SHELL FILTER Bl.ANKET INSPECTION DATE: 10/13/75, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 6.1.1 Assure that the& E'ngineer has released the excavated the Clam Shell. g ar 6.1.2 Assure that the clam shell material and the filter cloth has been accepted and released for use by M CpdievY.dcAy:oP.
3.4 J. A Jones          te insp ction an T Procedure      -SITP-9, " ope (
h the Ensn#g 1
ection Insp          n" 4.0 RESPONSIBILITIES 4.1  Ebasco is responsible for furnishing, receiving inspection and accept-ance testing of all required material.          Ebasco is also responsible for all testing and acceptance of the completed Clam Shell Filter Blanket.
6.1.3 Assure. that the spreading and compacting equipment is as specified in Reference 3.1 and 3.2.
4.2  J. A. Jones is responsible for the handling, placing, compaction and visual inspection of the Clam Shell Filter Blanket.
Clearstenes.s ek oc.cP.
5.0 DEFINITIONS                                      ,
cer* %.
None 6.0 VISUAL INSPECTION 6.1 J . A. Jones quality Assurance personnel shall perform and ocument all of.the visual inspections listed below oft /G,Apg g#- W - 5 / 7"/''-E,/
61.4 Assure that traffic on thel exposed foundation material is limited as required by Reference 31 and 3.2.
                        ~ , w ,,, s. s ,. , u ~ s , , - a .
-a n d Th*.
 
6.1.6 Witness placement of filter cloth when required.
              .                    .m                                 .
      ~
J. A. JONES CONSTRUCTION COMPANY                       PAGE 2 OF 3 PROCEDURE NO.
SITE INSPECTION AND TEST PROCEDURE:                                               W-SITP-2 REV. NO. O TITLE: Cl.AM SHELL FILTER Bl.ANKET INSPECTION                                 DATE: 10/13/75, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 6.1.1   Assure that the& E'ngineer has released the excavated ar                                          the Clam Shell. g 6.1.2   Assure that the clam shell material and the filter cloth has been accepted and released for use by M CpdievY.dcAy:oP.
h the Ensn#g 1   6.1.3   Assure. that the spreading and compacting equipment is as specified in Reference 3.1 and 3.2. Clearstenes.s ek oc.cP.
                                ,                                        cer* % .
61.4     Assure that traffic on thel exposed foundation material is limited as required by Reference 31 and 3.2.
                                                                        -a n d Th*.
6.1.6   Witness placement of filter cloth when required.
fiene888mCmhtneh
fiene888mCmhtneh
* 6.1.7   Assure that the clam shell ' material is spread and compacted in accordance with Reference 3.1 and 3 2.
* 6.1.7 Assure that the clam shell ' material is spread and compacted in accordance with Reference 3.1 and 3 2.
6.1.8   in areas unaccessable for compaction by the 12 ton Vibrating Roller, assure that compaction is performed to the satisfac-tion of $ w           Engineer, 6.1.9   Assure that"the final compacted in-place thickness of the Clam Shell ritter Blanket is from 10 to 13 inches thick.
6.1.8 in areas unaccessable for compaction by the 12 ton Vibrating Roller, assure that compaction is performed to the satisfac-tion of $ w
4mmig <ts de krmint'd 6.1.10 Assure that unacceptable compacted areas, ag^grg;d ::r             by ?   ~
: Engineer, 6.1.9 Assure that"the final compacted in-place thickness of the Clam Shell ritter Blanket is from 10 to 13 inches thick.
random compaction test performed by the E':__ _.. :
4mmig <ts de krmint'd Assure that unacceptable compacted areas, ag^grg;d by 6.1.10
::r ? ~
random compaction test performed by the E':__
are recompacted and tested until the required compaction is achieved, 6 6.1.11 Assure that clam shell Installation and compaction is not pe'rformed during heavy rain or on top of or into a pool of water or as otherwise determined by the-4henee. Engineer.
are recompacted and tested until the required compaction is achieved, 6 6.1.11 Assure that clam shell Installation and compaction is not pe'rformed during heavy rain or on top of or into a pool of water or as otherwise determined by the-4henee. Engineer.
6.1.12 Assure that ' clean-up operations are properly performed in accordance with Reference 3.2.
6.1.12 Assure that ' clean-up operations are properly performed in accordance with Reference 3.2.
                                                  $    ne he assihIne   ba o quali+/ Cont         inspe       s) 1.13 Work wi*
1.13 Work wi*
and testing     rese ative(s       assure compt         _ with Refere ce 3.1.
he assihIne ne ba o quali+/ Cont inspe s) and testing rese ative(s assure compt
pas                  o                      a
_ with Refere ce 3.1.
: 6.     Ass         t       -
6.
77 h Y /0               446                     Q
Ass t
pas o
a 77 h Y /0 446 Q


                                                                                                                                          -  l J. A. JONES CONSTRUCTION COMPANY                                       PAGE 3 0F 3 SITE INSPECTION AND TEST PROCEDURE:                                                                     PROCEDURE NO.
J. A. JONES CONSTRUCTION COMPANY PAGE 3 0F 3 SITE INSPECTION AND TEST PROCEDURE:
W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER Bl.ANKET INSPECTION                                                             DATE: 10/13/73, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 7.0 RECORDS AND DOCUMENTATION                                          h V ,flot W kt b 7.1  EachskW 4 (or as otherwise required)Wwork is performed on the Clam Shell Filter Blanket, the assigned3quality Verification Inspector (s) shall complete a clam Shell Filter Blanket inspection Report, Attachment No. 8.1. Upon completion of the Clam Shell Filter Blanket Placement, final acceptance shall be obtained from Ebasco quality Control and all original Clam Shell Filter Blanket inspection Reports shall be turned over to the Ebasco Senior quality Control Supervisor
PROCEDURE NO.
                                                                                            ?
W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER Bl.ANKET INSPECTION DATE: 10/13/73, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 h V,flot W kt b 7.0 RECORDS AND DOCUMENTATION Each 4 (or as otherwise required)Wwork is performed on the Clam skW 7.1 3
Shell Filter Blanket, the assigned quality Verification Inspector (s) shall complete a clam Shell Filter Blanket inspection Report, Attachment No. 8.1.
Upon completion of the Clam Shell Filter Blanket Placement, final acceptance shall be obtained from Ebasco quality Control and all original Clam Shell Filter Blanket inspection Reports shall be turned over to the Ebasco Senior quality Control Supervisor
?
for the purchaser's records.
for the purchaser's records.
8.0 ATTACHMENTS 8.1   Clam Shell Filter Blanket inspection Report (Form No. W-S ITP-2.1) 6 e
8.0 ATTACHMENTS 8.1 Clam Shell Filter Blanket inspection Report (Form No. W-S ITP-2.1) 6 e
e e
e e
D               0 g
D 0
t e e 0
g t
e e 0
O e
O e


a J.' A'. JONES CONSTRUCTION COMPANY WATERFORD UNIT NO. 3 No.
a J.' A'.
JONES CONSTRUCTION COMPANY WATERFORD UNIT NO. 3 No.
CLAM SHELL FILTER BLANKET INSPECTION REPORT Specification No.
CLAM SHELL FILTER BLANKET INSPECTION REPORT Specification No.
Proj ect No.               Quality Verification, inspector:                                   Date:
Proj ect No.
Pleccment Area / Location:     M ar Cod Mina h                                                                 _
Quality Verification, inspector:
l                                                                        s P(1pm W h Rsicase for installation and Compaction Obtained: IkumMei ihseswhbr/ Date: ?N116:
Date:
Matarials Accepted and Released:                 en         ed       IMO     d ocum3n ba Yhami b Spreading and Compaction Equipment as Specified:
Pleccment Area / Location:
Ma W ia' "f/w @-                   Yes       No   Comments:
M ar Cod Mina h l
Filter Cloth Properly Placed: Yes                   No"     Coments:
s P(1pm W h
Clam Shell Material Properly Spread: Yes                   No       Comments:
?N116:
Number of Passes Satisfactory: Yes                   No       Coments :
Rsicase for installation and Compaction Obtained: IkumMei ihseswhbr/ Date:
Clcm Shell Material Properly Compacted: Yes                     No;     Comments:
Matarials Accepted and Released:
Altsrnate Method (s) of Compacting Acceptable (if used) Yes                     No   Comments:
en ed IMO d ocum3n ba Yhami b Spreading and Compaction Equipment as Specified:
Finst Compacted Thickness Acceptable (10 to 13 inches) Yes                     No   Comments:
Ma W ia' "f/w @-
Rapsired Areas Acceptable: Yes                 No       Coments:
Yes No Comments:
Surfcce Tolerance Acceptable:       Yes           No       Comments:
Filter Cloth Properly Placed: Yes No" Coments:
W=ther Conditions Acceptable: Yes                   No       Comments:
Clam Shell Material Properly Spread: Yes No Comments:
Clcin-up Properly Performed:       Yes-No       Comments:
Number of Passes Satisfactory: Yes No Coments :
Clcm Shell Material Properly Compacted: Yes No; Comments:
Altsrnate Method (s) of Compacting Acceptable (if used) Yes No Comments:
Finst Compacted Thickness Acceptable (10 to 13 inches) Yes No Comments:
Rapsired Areas Acceptable: Yes No Coments:
Surfcce Tolerance Acceptable:
Yes No Comments:
W=ther Conditions Acceptable: Yes No Comments:
Clcin-up Properly Performed:
Yes-No Comments:
Othar Remarks or Comments:
Othar Remarks or Comments:
(RafGrence tests reports, if pertinent)                                                 Fonn No. W-S I TP-2.1       ,
(RafGrence tests reports, if pertinent)
                                                        -  .--    __-      .}}
Fonn No. W-S I TP-2.1
.}}

Latest revision as of 17:33, 12 December 2024

Rev 0 to Site Insp & Test Procedure W-SITP-2, Clam Shell Filter Blanket Insp
ML20127C050
Person / Time
Site: Waterford 
Issue date: 10/13/1975
From:
J.A. JONES CONSTRUCTION CO.
To:
Shared Package
ML17198A241 List: ... further results
References
FOIA-84-455 W-SITP-2, NUDOCS 8506220128
Download: ML20127C050 (5)


Text

.

I-

.e -

Procedure No.

W-SITP-2 J. A. JONES CONSTRUCTION COMPANY SITE INSPECTION AND TEST PROCEDURE FOR CLAM SHELL FILTER BLANKET INSPECTION WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY l+

ENGINEERING CONSTRUCTION QUALITY ASSURANCE REV.

DATE REVIEWED BY DATE REVIEWED BY DATE APPROVEL BY DATE b

A* ~'r'If h to/s tl11 o

fallafri dk!--a teltf/rf FRFM OF INFORMATION ACT REQUEST

(+-4t<

  • *S0222 Lfteif A og PDR e

e s

---_m..

~e-.

]

e l

J. A. JONES CONSTRUCTION COMPANY PAGE 1 OF 3 SITE INSPECTION AND TEST PROCEDURE:

PROCED'JRE NO..

W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER BLANKET INSPECTION DATE: 10/13/73 PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 1.0 PURPOSE To specify the visual Inspections that shall be performed by J. A. Jones quality Assurance personnel to verify that the Clam Shell Filter Blanket is in accordance with contract drawings and specifications.

2.0 SCOPE This procedure covers the installation inspection of the Clam Shell Filter Blanket for Waterford SES Unit No. 3, Phase I Concrete Construction.

3.0 REFERENCES

3.1 Ebasco Services, Inc. Specification No. LOU-1564.482, latest revision, "C

C' ;' ' I: I m. O h r' d '. /T/MPr

/gaeAC//

J. A. Jones Construction Work Proce' ure No. W-WP-2, " Clam Shell Filter 3.2 d

Blanket Placement".

3 J. A.

ne Constructio Wor Procedur No.

-WP-9, " ope

'rotec i 1".

3.4 J. A Jones te insp ction an T Procedure

-SITP-9, " ope (

ection Insp n"

4.0 RESPONSIBILITIES 4.1 Ebasco is responsible for furnishing, receiving inspection and accept-ance testing of all required material.

Ebasco is also responsible for all testing and acceptance of the completed Clam Shell Filter Blanket.

4.2 J. A. Jones is responsible for the handling, placing, compaction and visual inspection of the Clam Shell Filter Blanket.

5.0 DEFINITIONS None 6.0 VISUAL INSPECTION 6.1 J. A. Jones quality Assurance personnel shall perform and ocument all of.the visual inspections listed below oft /G,Apg g#- W - 5 / 7"/-E,/

~, w,,, s. s,., u ~ s,, - a.

.m

~

J. A. JONES CONSTRUCTION COMPANY PAGE 2 OF 3 PROCEDURE NO.

SITE INSPECTION AND TEST PROCEDURE:

W-SITP-2 REV. NO. O TITLE: Cl.AM SHELL FILTER Bl.ANKET INSPECTION DATE: 10/13/75, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 6.1.1 Assure that the& E'ngineer has released the excavated the Clam Shell. g ar 6.1.2 Assure that the clam shell material and the filter cloth has been accepted and released for use by M CpdievY.dcAy:oP.

h the Ensn#g 1

6.1.3 Assure. that the spreading and compacting equipment is as specified in Reference 3.1 and 3.2.

Clearstenes.s ek oc.cP.

cer* %.

61.4 Assure that traffic on thel exposed foundation material is limited as required by Reference 31 and 3.2.

-a n d Th*.

6.1.6 Witness placement of filter cloth when required.

fiene888mCmhtneh

  • 6.1.7 Assure that the clam shell ' material is spread and compacted in accordance with Reference 3.1 and 3 2.

6.1.8 in areas unaccessable for compaction by the 12 ton Vibrating Roller, assure that compaction is performed to the satisfac-tion of $ w

Engineer, 6.1.9 Assure that"the final compacted in-place thickness of the Clam Shell ritter Blanket is from 10 to 13 inches thick.

4mmig <ts de krmint'd Assure that unacceptable compacted areas, ag^grg;d by 6.1.10

r ? ~

random compaction test performed by the E':__

are recompacted and tested until the required compaction is achieved, 6 6.1.11 Assure that clam shell Installation and compaction is not pe'rformed during heavy rain or on top of or into a pool of water or as otherwise determined by the-4henee. Engineer.

6.1.12 Assure that ' clean-up operations are properly performed in accordance with Reference 3.2.

1.13 Work wi*

he assihIne ne ba o quali+/ Cont inspe s) and testing rese ative(s assure compt

_ with Refere ce 3.1.

6.

Ass t

pas o

a 77 h Y /0 446 Q

J. A. JONES CONSTRUCTION COMPANY PAGE 3 0F 3 SITE INSPECTION AND TEST PROCEDURE:

PROCEDURE NO.

W-SITP-2 REV. NO. O TITLE: CLAM SHELL FILTER Bl.ANKET INSPECTION DATE: 10/13/73, PROJECT TITLE: WATERFORD SES UNIT NO. 3 CONTRACT NO. W3-NY-4 h V,flot W kt b 7.0 RECORDS AND DOCUMENTATION Each 4 (or as otherwise required)Wwork is performed on the Clam skW 7.1 3

Shell Filter Blanket, the assigned quality Verification Inspector (s) shall complete a clam Shell Filter Blanket inspection Report, Attachment No. 8.1.

Upon completion of the Clam Shell Filter Blanket Placement, final acceptance shall be obtained from Ebasco quality Control and all original Clam Shell Filter Blanket inspection Reports shall be turned over to the Ebasco Senior quality Control Supervisor

?

for the purchaser's records.

8.0 ATTACHMENTS 8.1 Clam Shell Filter Blanket inspection Report (Form No. W-S ITP-2.1) 6 e

e e

D 0

g t

e e 0

O e

a J.' A'.

JONES CONSTRUCTION COMPANY WATERFORD UNIT NO. 3 No.

CLAM SHELL FILTER BLANKET INSPECTION REPORT Specification No.

Proj ect No.

Quality Verification, inspector:

Date:

Pleccment Area / Location:

M ar Cod Mina h l

s P(1pm W h

?N116:

Rsicase for installation and Compaction Obtained: IkumMei ihseswhbr/ Date:

Matarials Accepted and Released:

en ed IMO d ocum3n ba Yhami b Spreading and Compaction Equipment as Specified:

Ma W ia' "f/w @-

Yes No Comments:

Filter Cloth Properly Placed: Yes No" Coments:

Clam Shell Material Properly Spread: Yes No Comments:

Number of Passes Satisfactory: Yes No Coments :

Clcm Shell Material Properly Compacted: Yes No; Comments:

Altsrnate Method (s) of Compacting Acceptable (if used) Yes No Comments:

Finst Compacted Thickness Acceptable (10 to 13 inches) Yes No Comments:

Rapsired Areas Acceptable: Yes No Coments:

Surfcce Tolerance Acceptable:

Yes No Comments:

W=ther Conditions Acceptable: Yes No Comments:

Clcin-up Properly Performed:

Yes-No Comments:

Othar Remarks or Comments:

(RafGrence tests reports, if pertinent)

Fonn No. W-S I TP-2.1

.