ML13309A859: Difference between revisions
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{{#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 | 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 | ||
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 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 | ) | ||
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 | 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 | t f R i | ||
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 | |||
U2 Containment Vessel (CV) Rings U2 Containment Vessel (CV) Rings CV Lower Ring is made up of: | |||
* Four | F C | ||
* Four Courses | |||
*A lower and an Upper Equipment Hatch | |||
* An external Stiffener | *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 internal Stiffener CV Middle Ring An internal Stiffener | |||
U2 Containment Vessel | 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 | 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 | * 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, | * 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 | 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 | 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 | 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 | 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 | 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 Unit 3 Basemat Unit 3 Basemat in June 2013 Unit 3 Basemat in Oct 2013 | ||
U i 3 | 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 | 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 | * 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 | 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 | ||
* 730 gallons each | * 730 gallons each | ||
* 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 | * Largest switchyard in the SCE&G System g | ||
y y | |||
L Lesson | 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 | * Strengthening the procedural controls of ITAAC programs | ||
- Roles and responsibilities for groups | |||
- Stakeholder buy in | |||
* Review of corrective action programs | * Review of corrective action programs | ||
L Lesson | 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.}} | * 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
| ML13309A859 | |
| Person / Time | |
|---|---|
| Site: | Summer |
| 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
- Largest switchyard in the SCE&G System g
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.