ML13309A859: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(StriderTol Bot change)
 
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:V C Summer Construction Status and Lesson Learned AD Torres
{{#Wiki_filter:V C Summer Construction Status V C Summer Construction Status and Lesson Learned AD Torres  


Unit 2 & 3 Construction Status Majorj Milestones il
Unit 2 & 3 Construction Status
 
j il Major Milestones
* Completed Unit 2 Concrete Basemat
* Completed Unit 2 Concrete Basemat
* Unit 2 Pouring of Major Auxiliary Building Walls
* Unit 2 Pouring of Major Auxiliary Building Walls
* Set U2 containment vessel bottom head
* Set U2 containment vessel bottom head F b i d
* F bi Fabricatedd and d SSet U2 C Condensers d       andd TTurbine bi Bld Steel S l
d S U2 C d
d T bi Bld S l
* Fabricated and Set U2 Condensers and Turbine Bld Steel
* Fabricated and Set Reactor Cavity Module
* Fabricated and Set Reactor Cavity Module
* Received Unit 2 Reactor vessel on site
* Received Unit 2 Reactor vessel on site
* Received Unit 2 Reactor vessel on site
* Installed Unit 3 basemat rebar and completed Basemat Pour
* Installed Unit 3 basemat rebar and completed Basemat Pour


Unit i 2 First i Nuclear l    Concrete ((FNC))
i i
* First safety-related nuclear concrete placed in over 30 years
l
* 7,000 yds3 of continuously placed concrete
(
* Placement began on March 9, 2011 and l t d approximately lasted        i t l 52 hours
)
Unit 2 First Nuclear Concrete (FNC)
* First safety-related nuclear concrete nuclear concrete placed in over 30 years
* 7,000 yds3 of continuously placed concrete concrete
* Placement began on March 9, 2011 and l
t d i
t l lasted approximately 52 hours
 
Setting of U2 CR10


Setting of U2 CR10 Settingg of Unit2 Containment Vessel Bottom Head (CVBH)
Setting of Unit2 Containment Vessel Bottom Head g
(CVBH)
*Set Date: 05/22/13
*Set Date: 05/22/13
*Design Weight: 936 Tons
*Design Weight: 936 Tons
*Linear Feet of Weld: 2,253
*Linear Feet of Weld: 2,253 Li F
*Linear Li    FFeett off R Repaired i dW Weld:
t f R i
ld 22
d W ld 22
* Weld Acceptance Rate: 99.02%
*Linear Feet of Repaired Weld: 22
* Weld Acceptance Rate: 99.02%  
 
Setting of U2 CVBH g


Settingg of U2 CVBH U2 Containment Vessel (CV) Rings CV Lower Ring is made up of:
U2 Containment Vessel (CV) Rings U2 Containment Vessel (CV) Rings CV Lower Ring is made up of:
* Four F    C Courses
F C
                        *A lower and an Upper Equipment Hatch
* Four Courses
                        *A lower and an Upper Personnel Hatch
*A lower and an Upper Equipment Hatch
* An external Stiffener ff CV Lower Ring CV Middle Ring is made up of:
*A lower and an Upper Personnel Hatch ff
* An external Stiffener CV Lower Ring CV Middle Ring is made up of:
* Four Courses
* Four Courses
*An An internal Stiffener CV Middle Ring
*An internal Stiffener CV Middle Ring An internal Stiffener


U2 Containment Vessel Ringg 1 Coatings             g Steel surface preparation for inorganic zinc application Inorganic zinc application in progress on U2 CV Ring 1
U2 Containment Vessel Ring 1 Coatings g
g Steel surface preparation for inorganic zinc application Inorganic zinc application in progress on U2 CV Ring 1


Unit 3 Containment Vessel Bottom Head (CVBH)
Unit 3 Containment Vessel Bottom Head (CVBH)
June 2013 October 2013
Unit 3 Containment Vessel Bottom Head (CVBH)
June 2013 October 2013 October 2013


Inside Containment CB65 - R   t C Reactor    l tD Coolant    i TTankk R Drain       Room CB66 - RCDT/ R  t C Reactor       t  tP Compartment Passageway CB65 CA04 CB66
Inside Containment CB65 R
t C
l t D i T k R CB66 RCDT/ R t
C t
t P CB65 - Reactor Coolant Drain Tank Room CB66 - RCDT/ Reactor Compartment Passageway CB65 CA04 CB66


Unit 2 CA04 Module
Unit 2 CA04 Module
* Reactor Vessel Cavity
* Reactor Vessel Cavity
* Dimensions: 21-0 W x 26-6 H
* Dimensions: 21-0 W x 26-6 H
* Approx. Design Weight: 90,000 lbs.
* Approx. Design Weight: 90,000 lbs.
* Approx. 7,661 linear feet of weld
* Approx. 7,661 linear feet of weld
* Installed 1 1,436 436 shear studs
* Installed 1 436 shear studs Installed 1,436 shear studs


Unit 2 CA04 Module
Unit 2 CA04 Module
* Lift and set with the Heavy Lift Derrick (HLD)
* Lift and set with the Heavy Lift Derrick (HLD)
* Date: 09/27/13
* Date: 09/27/13 Date: 09/27/13


U i 2 Auxiliary Unit  A ili     W Wallll Pl Placements
U i 2 A ili W ll Pl Unit 2 Auxiliary Wall Placements 16 feet tall 3 feet thick 16 feet tall, 3 feet thick Top Elevation is 826 Line I, Area 5 completed 8/24/13 Line I, Area 2-3 completed 9/28/13 9/28/13 Line I, Area 4-7 completed 10/17/13
* 16 feet tall, tall 3 feet thick
* Top Elevation is 826
* Line I, Area 5 completed 8/24/13
* Line I, Area 2-3 completed 9/28/13
* Line I, Area 4-7 completed 10/17/13


Unit 2 Aux Building Rebar Installation Column Lines I, 2, 4, 5, 11, and Q, up to El 82 6 is substantially complete Column Line Q                   Column Line 11, 11 looking east to west.
Unit 2 Aux Building Rebar Installation Column Lines I, 2, 4, 5, 11, and Q, up to El 82 6 is substantially complete Column Line Q Column Line 11 looking east to west Column Line Q Column Line 11, looking east to west.  
west


U2 TB Major   j Component  p         Installation Condenser B Lower Shell July 2013 700 Tons South TG Support CH80 August 2013 650 Tons
U2 TB Major Component Installation j
p Condenser B Lower Shell July 2013 700 Tons South TG Support CH80 August 2013 South TG Support CH80 August 2013 650 Tons


U2 TB Major   j Component p         Installation Center TG Support CH81A   Center C t TG SSupportt CH81B October 2013               October 2013 220 Tons                  220 Tons
U2 TB Major Component Installation j
p Center TG Support CH81A C
t TG S t CH81B Center TG Support CH81A October 2013 220 Tons Center TG Support CH81B October 2013 220 Tons


U2 TB Major j Equipment q p           Deliveries Deaerator                   MSR LP Turbine Rotor
U2 TB Major Equipment Deliveries j
q p Deaerator MSR LP Turbine Rotor  


Unit 3 Basemat Unit 3 Basemat in June 2013   Unit 3 Basemat in Oct 2013
Unit 3 Basemat Unit 3 Basemat Unit 3 Basemat in June 2013 Unit 3 Basemat in Oct 2013


U i 3 Basemat Unit        B                 Rebar R b IInstallation ll i Shield Building Rebar, looking   Battery Room Rebar , looking North to South                     west to east
U i 3 B R b I
ll i
Unit 3 Basemat Rebar Installation Shield Building Rebar, looking North to South Battery Room Rebar, looking west to east North to South west to east


U i 3 Base Unit  B    mat pour
U i 3 B Unit 3 Base mat pour


Unit 2 CA20 Module
Unit 2 CA20 Module Unit 2 CA20 Module
* Approx. 85% of sub-modules have been delivered d li   d
* Approx. 85% of sub-modules have been d li d
delivered
* Assembly is ongoing within the Module Assembly Building (MAB)
* Assembly is ongoing within the Module Assembly Building (MAB)
* To date 11 wall sub-modules have been erected on the platen
* To date 11 wall sub-modules have been erected on the platen


Toshiba Main Step Up Transformers - 230/26kV Assembly weight with oil - 529,800lbs each Main Tanks              Conservator Tanks
Toshiba Main Step Up Transformers - 230/26kV Toshiba Main Step Up Transformers 230/26kV Assembly weight with oil - 529,800lbs each Main Tanks
* 3 in service, 1 spare
* 3 in service, 1 spare
* 12,720 gallons each
* Stored Air Filled Conservator Tanks
* Oil reservoir
* Oil reservoir
* 12,720 gallons each
* 730 gallons each
* 730 gallons each
* Stored Air Filled
* Stored Air Filled Stored Air Filled Stored Air Filled
* Stored Air Filled


VC Summer Units 2 and 3 Switchyard
VC Summer Units 2 and 3 Switchyard VC Summer Units 2 and 3 Switchyard
* Online February 12, 2013
* Online February 12, 2013
* Connection of 230kV transmission lines for SCE&G, and Santee Cooper
* Connection of 230kV transmission lines for SCE&G, and Santee Cooper
* Largest g switchyard y    in the SCE&G System y
* Largest switchyard in the SCE&G System g
y y


L Lesson       LLearned  d
L L
* C Coordination di ti off groups tto h   help l understand d t d ITAAC
d Lesson Learned C
di ti f
t h l d
t d
* Coordination of groups to help understand ITAAC
* Strengthening the procedural controls of ITAAC programs
* Strengthening the procedural controls of ITAAC programs
  - Roles and responsibilities for groups
- Roles and responsibilities for groups
  - Stakeholder buy in
- Stakeholder buy in
* Review of corrective action programs
* Review of corrective action programs


L Lesson     LLearned  d
L L
* U Understanding d t di and      d coordination di ti off ITAAC iissues away from site.
d Lesson Learned U d t
  - Vendor inspections(NRC and Consortium)
di d
  - Vendor corrective actions that have a material effect ff ITAAC
di ti f ITAAC i
* Understanding and coordination of ITAAC issues away from site.
- Vendor inspections(NRC and Consortium)
- Vendor corrective actions that have a material ff ITAAC effect ITAAC
* Development of a common understanding of what is meant by material effects on an ITAACs acceptance criteria.}}
* Development of a common understanding of what is meant by material effects on an ITAACs acceptance criteria.}}

Latest revision as of 03:42, 11 January 2025

V. C. Summer Construction Status and Lesson Learned AD Torres
ML13309A859
Person / Time
Site: Summer  South Carolina Electric & Gas Company icon.png
Issue date: 11/05/2013
From:
South Carolina Electric & Gas Co
To:
Office of New Reactors
Bloom S, NRO/DCIP/IGCB, 415-2431
References
Download: ML13309A859 (26)


Text

V C Summer Construction Status V C Summer Construction Status and Lesson Learned AD Torres

Unit 2 & 3 Construction Status

j il Major Milestones

  • Completed Unit 2 Concrete Basemat
  • Unit 2 Pouring of Major Auxiliary Building Walls
  • Set U2 containment vessel bottom head F b i d

d S U2 C d

d T bi Bld S l

  • Fabricated and Set U2 Condensers and Turbine Bld Steel
  • Fabricated and Set Reactor Cavity Module
  • Received Unit 2 Reactor vessel on site
  • Received Unit 2 Reactor vessel on site
  • Installed Unit 3 basemat rebar and completed Basemat Pour

i i

l

(

)

Unit 2 First Nuclear Concrete (FNC)

  • First safety-related nuclear concrete nuclear concrete placed in over 30 years
  • 7,000 yds3 of continuously placed concrete concrete
  • Placement began on March 9, 2011 and l

t d i

t l lasted approximately 52 hours6.018519e-4 days <br />0.0144 hours <br />8.597884e-5 weeks <br />1.9786e-5 months <br />

Setting of U2 CR10

Setting of Unit2 Containment Vessel Bottom Head g

(CVBH)

  • Set Date: 05/22/13
  • Design Weight: 936 Tons
  • Linear Feet of Weld: 2,253 Li F

t f R i

d W ld 22

  • Linear Feet of Repaired Weld: 22
  • Weld Acceptance Rate: 99.02%

Setting of U2 CVBH g

U2 Containment Vessel (CV) Rings U2 Containment Vessel (CV) Rings CV Lower Ring is made up of:

F C

  • Four Courses
  • A lower and an Upper Equipment Hatch
  • A lower and an Upper Personnel Hatch ff
  • An external Stiffener CV Lower Ring CV Middle Ring is made up of:
  • Four Courses

U2 Containment Vessel Ring 1 Coatings g

g Steel surface preparation for inorganic zinc application Inorganic zinc application in progress on U2 CV Ring 1

Unit 3 Containment Vessel Bottom Head (CVBH)

Unit 3 Containment Vessel Bottom Head (CVBH)

June 2013 October 2013 October 2013

Inside Containment CB65 R

t C

l t D i T k R CB66 RCDT/ R t

C t

t P CB65 - Reactor Coolant Drain Tank Room CB66 - RCDT/ Reactor Compartment Passageway CB65 CA04 CB66

Unit 2 CA04 Module

  • Reactor Vessel Cavity
  • Dimensions: 21-0 W x 26-6 H
  • Approx. Design Weight: 90,000 lbs.
  • Approx. 7,661 linear feet of weld
  • Installed 1 436 shear studs Installed 1,436 shear studs

Unit 2 CA04 Module

  • Lift and set with the Heavy Lift Derrick (HLD)
  • Date: 09/27/13 Date: 09/27/13

U i 2 A ili W ll Pl Unit 2 Auxiliary Wall Placements 16 feet tall 3 feet thick 16 feet tall, 3 feet thick Top Elevation is 826 Line I, Area 5 completed 8/24/13 Line I, Area 2-3 completed 9/28/13 9/28/13 Line I, Area 4-7 completed 10/17/13

Unit 2 Aux Building Rebar Installation Column Lines I, 2, 4, 5, 11, and Q, up to El 82 6 is substantially complete Column Line Q Column Line 11 looking east to west Column Line Q Column Line 11, looking east to west.

U2 TB Major Component Installation j

p Condenser B Lower Shell July 2013 700 Tons South TG Support CH80 August 2013 South TG Support CH80 August 2013 650 Tons

U2 TB Major Component Installation j

p Center TG Support CH81A C

t TG S t CH81B Center TG Support CH81A October 2013 220 Tons Center TG Support CH81B October 2013 220 Tons

U2 TB Major Equipment Deliveries j

q p Deaerator MSR LP Turbine Rotor

Unit 3 Basemat Unit 3 Basemat Unit 3 Basemat in June 2013 Unit 3 Basemat in Oct 2013

U i 3 B R b I

ll i

Unit 3 Basemat Rebar Installation Shield Building Rebar, looking North to South Battery Room Rebar, looking west to east North to South west to east

U i 3 B Unit 3 Base mat pour

Unit 2 CA20 Module Unit 2 CA20 Module

  • Approx. 85% of sub-modules have been d li d

delivered

  • Assembly is ongoing within the Module Assembly Building (MAB)
  • To date 11 wall sub-modules have been erected on the platen

Toshiba Main Step Up Transformers - 230/26kV Toshiba Main Step Up Transformers 230/26kV Assembly weight with oil - 529,800lbs each Main Tanks

  • 3 in service, 1 spare
  • 12,720 gallons each
  • Stored Air Filled Conservator Tanks
  • Oil reservoir
  • 730 gallons each
  • Stored Air Filled Stored Air Filled Stored Air Filled

VC Summer Units 2 and 3 Switchyard VC Summer Units 2 and 3 Switchyard

  • Online February 12, 2013
  • Connection of 230kV transmission lines for SCE&G, and Santee Cooper

y y

L L

d Lesson Learned C

di ti f

t h l d

t d

  • Coordination of groups to help understand ITAAC
  • Strengthening the procedural controls of ITAAC programs

- Roles and responsibilities for groups

- Stakeholder buy in

  • Review of corrective action programs

L L

d Lesson Learned U d t

di d

di ti f ITAAC i

  • Understanding and coordination of ITAAC issues away from site.

- Vendor inspections(NRC and Consortium)

- Vendor corrective actions that have a material ff ITAAC effect ITAAC

  • Development of a common understanding of what is meant by material effects on an ITAACs acceptance criteria.