ML13309A859: Difference between revisions
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{{#Wiki_filter:VCSummerConstructionStatus V C Summer Construction Status and Lesson LearnedAD Torres Unit 2 & 3 Construction Status | {{#Wiki_filter:VCSummerConstructionStatus V C Summer Construction Status and Lesson LearnedAD Torres Unit 2 & 3 Construction Status jil Ma j or M ilestones*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 FbiddSU2CddTbi | *Set U2 containment vessel bottom head FbiddSU2CddTbi Bld Sl*F a b r i cate d an d Set U2 C on densers an d T ur bi ne Bld Stee l*Fabricated and Set Reactor Cavity Module | ||
*ReceivedUnit2Reactorvesselonsite | *ReceivedUnit2Reactorvesselonsite | ||
*Received Unit 2 Reactor vessel on site*Installed Unit 3 basematrebar and completed BasematPour iil() | *Received Unit 2 Reactor vessel on site*Installed Unit 3 basematrebar and completed BasematPour iil()Un i t 2 F irst Nuc lear Concrete (FNC)*First safety-related nuclearconcrete nuclear concrete placed in over 30 years*7,000 yds 3 of continuously placed concreteconcrete*Placement began on March 9, 2011 and ltditl l as t e d approx i ma t e l y 52 hours Setting of U2 CR10 Settin g of Unit2 Containment Vessel Bottom Head g (CVBH)*Set Date: 05/22/13 | ||
*Design Weight: 936 Tons | *Design Weight: 936 Tons | ||
*Linear Feet of Weld: 2,253LiFtfRidWld22 | *Linear Feet of Weld: 2,253LiFtfRidWld22 | ||
* | *Li near F ee t o f R epa i re d W e ld: 22*Weld Acceptance Rate: 99.02% | ||
Settin g of U2 CVBH g | |||
U2ContainmentVessel(CV)Rings U2 Containment Vessel (CV) RingsCV Lower Ring is made up of: | U2ContainmentVessel(CV)Rings U2 Containment Vessel (CV) RingsCV Lower Ring is made up of: | ||
FC* | FC*F our Courses*A lower and an Upper Equipment Hatch | ||
*A lower and an Upper Personnel Hatch ff*An external Sti | *A lower and an Upper Personnel Hatch ff*An external Sti ff enerCVLower RingCV Middle Ring is made up of | ||
:*Four Courses | :*Four Courses | ||
*AninternalStiffenerCV Middle Ring An internal Stiffener U2 Containment Vessel Rin g 1 Coatin | *AninternalStiffenerCV Middle Ring An internal Stiffener U2 Containment Vessel Rin g 1 Coatin g s ggSteel surface preparation for inorganic zinc applicationInorganic zinc application in progress on U2 CV Ring 1 Unit3ContainmentVesselBottomHead(CVBH) | ||
Unit 3 Containment Vessel Bottom Head (CVBH)June 2013October2013October 2013 Inside Containment CB65RtCltDiTkR CB66RCDT/RtCttP CB65 - | Unit 3 Containment Vessel Bottom Head (CVBH)June 2013October2013October 2013 Inside Containment CB65RtCltDiTkR CB66RCDT/RtCttP CB65 -R eac t or C oo l an t D ra i n T an k R oom CB66 -RCDT/ R eac t or C ompar t men t Passageway CB65 CA04 CB66 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 | ||
*Installed1436shearstudsInstalled 1,436 shear studs Unit 2 CA04 Module | *Installed1436shearstudsInstalled 1 , 436 shear studs Unit 2 CA04 Module | ||
*Lift and set with the Heavy Lift Derrick (HLD) | *Lift and set with the Heavy Lift Derrick (HLD) | ||
*Date:09/27/13Date: 09/27/13 Ui2AiliWllPl | *Date:09/27/13Date: 09/27/13 Ui2AiliWllPl U n i t 2 A ux iliary W a ll Placements*16feettall3feetthick | ||
*16 feet tall, 3 feet thick*Top Elevation is 82'6" | *16 feet tall , 3 feet thick*Top Elevation is 82'6" | ||
*Line I, Area 5 completed 8/24/13*Line I, Area 2-3 completed 9/28/ | *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 InstallationColumn Lines I, 2, 4, 5, 11, and Q, up to El 82' 6" is substantially complete ColumnLineQColumnLine11lookingeasttowest Column Line Q Column Line 11 , looking east to west. | ||
U2 TB | U2 TB Ma j or Com ponent Installation jpCondenser B Lower Shell July 2013700 TonsSouthTGSupportCH80August2013 South TG Support CH80 August 2013650 Tons U2 TB Ma j or Com ponent Installation jpCenterTGSupportCH81ACtTGStCH81BCenter TG Support CH81A October 2013220 Tons C en t er TG S uppor t CH81B October 2013220 Tons U2 TB Ma j or E q ui pment DeliveriesjqpDeaerator MSRLP Turbine Rotor Unit3Basemat Unit 3 BasematUnit 3 Basemat in June 2013Unit 3 Basemat in Oct 2013 Ui3BRbIlli U n i t 3 Basemat R e b ar Insta ll at i onShield Building Rebar, looking NorthtoSouthBattery Room Rebar , looking westtoeast North to Southwest to east Ui3B U n i t 3 Base mat pour Unit2CA20Module Unit 2 CA20 Module*Approx. 85% of sub-modules have been dlid d e livere d*Assembly is ongoing within the Module Assembly Building (MAB) | ||
*To date 11 wall sub-modules have been erected on the platen ToshibaMainStepUpTransformers | *To date 11 wall sub-modules have been erected on the platen ToshibaMainStepUpTransformers | ||
-230/26kVToshiba Main Step Up Transformers 230/26kVAssembly weight with oil -529,800lbs eachMain Tanks | -230/26kVToshiba Main Step Up Transformers 230/26kVAssembly weight with oil -529,800lbs eachMain Tanks | ||
| Line 51: | Line 51: | ||
*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 | ||
* | *Lar gest switch yard in the SCE&G S ystemgyy LLd L esson L earne dCditifthldtd | ||
* | *C oor di na tion o f groups t o h e l p un ders t an d ITAAC*Strengthening the procedural controls of ITAAC programs-Roles and responsibilities for groups | ||
-Stakeholder buy in | -Stakeholder buy in | ||
*Review of corrective action programs | *Review of corrective action programs LLd L esson L earne dUdtdidditifITAACi | ||
* | *U n ders t an ding an d coor di na tion o f ITAAC i ssues away from site. | ||
-Vendor inspections(NRC and Consortium) | -Vendor inspections(NRC and Consortium) | ||
-Vendor corrective actions that have a material | -Vendor corrective actions that have a material ffITAAC e ff ect ITAAC*Development of a common understanding of what is meant by material effects on an ITAAC's acceptance criteria.}} | ||
Revision as of 20:14, 13 July 2018
| ML13309A859 | |
| Person / Time | |
|---|---|
| Site: | Summer |
| Issue date: | 11/05/2013 |
| From: | South Carolina Electric & Gas Co |
| To: | Office of New Reactors |
| Bloom S D, NRO/DCIP/IGCB, 415-2431 | |
| References | |
| Download: ML13309A859 (26) | |
Text
VCSummerConstructionStatus V C Summer Construction Status and Lesson LearnedAD Torres Unit 2 & 3 Construction Status jil Ma j or M ilestones*Completed Unit 2 Concrete Basemat
- Unit 2 Pouring of Major Auxiliary Building Walls
- Set U2 containment vessel bottom head FbiddSU2CddTbi Bld Sl*F a b r i cate d an d Set U2 C on densers an d T ur bi ne Bld Stee l*Fabricated and Set Reactor Cavity Module
- ReceivedUnit2Reactorvesselonsite
- Received Unit 2 Reactor vessel on site*Installed Unit 3 basematrebar and completed BasematPour iil()Un i t 2 F irst Nuc lear Concrete (FNC)*First safety-related nuclearconcrete nuclear concrete placed in over 30 years*7,000 yds 3 of continuously placed concreteconcrete*Placement began on March 9, 2011 and ltditl l as t e d approx i ma t e l y 52 hours6.018519e-4 days <br />0.0144 hours <br />8.597884e-5 weeks <br />1.9786e-5 months <br /> Setting of U2 CR10 Settin g of Unit2 Containment Vessel Bottom Head g (CVBH)*Set Date: 05/22/13
- Design Weight: 936 Tons
- Linear Feet of Weld: 2,253LiFtfRidWld22
- Li near F ee t o f R epa i re d W e ld: 22*Weld Acceptance Rate: 99.02%
Settin g of U2 CVBH g
U2ContainmentVessel(CV)Rings U2 Containment Vessel (CV) RingsCV Lower Ring is made up of:
FC*F our Courses*A lower and an Upper Equipment Hatch
- A lower and an Upper Personnel Hatch ff*An external Sti ff enerCVLower RingCV Middle Ring is made up of
- Four Courses
- AninternalStiffenerCV Middle Ring An internal Stiffener U2 Containment Vessel Rin g 1 Coatin g s ggSteel surface preparation for inorganic zinc applicationInorganic zinc application in progress on U2 CV Ring 1 Unit3ContainmentVesselBottomHead(CVBH)
Unit 3 Containment Vessel Bottom Head (CVBH)June 2013October2013October 2013 Inside Containment CB65RtCltDiTkR CB66RCDT/RtCttP CB65 -R eac t or C oo l an t D ra i n T an k R oom CB66 -RCDT/ R eac t or C ompar t men t 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
- Installed1436shearstudsInstalled 1 , 436 shear studs Unit 2 CA04 Module
- Lift and set with the Heavy Lift Derrick (HLD)
- Date:09/27/13Date: 09/27/13 Ui2AiliWllPl U n i t 2 A ux iliary W a ll Placements*16feettall3feetthick
- 16 feet tall , 3 feet thick*Top Elevation is 82'6"
- 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 InstallationColumn Lines I, 2, 4, 5, 11, and Q, up to El 82' 6" is substantially complete ColumnLineQColumnLine11lookingeasttowest Column Line Q Column Line 11 , looking east to west.
U2 TB Ma j or Com ponent Installation jpCondenser B Lower Shell July 2013700 TonsSouthTGSupportCH80August2013 South TG Support CH80 August 2013650 Tons U2 TB Ma j or Com ponent Installation jpCenterTGSupportCH81ACtTGStCH81BCenter TG Support CH81A October 2013220 Tons C en t er TG S uppor t CH81B October 2013220 Tons U2 TB Ma j or E q ui pment DeliveriesjqpDeaerator MSRLP Turbine Rotor Unit3Basemat Unit 3 BasematUnit 3 Basemat in June 2013Unit 3 Basemat in Oct 2013 Ui3BRbIlli U n i t 3 Basemat R e b ar Insta ll at i onShield Building Rebar, looking NorthtoSouthBattery Room Rebar , looking westtoeast North to Southwest to east Ui3B U n i t 3 Base mat pour Unit2CA20Module Unit 2 CA20 Module*Approx. 85% of sub-modules have been dlid d e livere d*Assembly is ongoing within the Module Assembly Building (MAB)
- To date 11 wall sub-modules have been erected on the platen ToshibaMainStepUpTransformers
-230/26kVToshiba Main Step Up Transformers 230/26kVAssembly weight with oil -529,800lbs eachMain Tanks
- 3 in service, 1 spare
- 12,720 gallons each
- StoredAirFilledConservator Tanks
- Oil reservoir
- 730 gallons each
- StoredAirFilledStored Air FilledStored Air Filled VCSummerUnits2and3Switchyard VC Summer Units 2 and 3 Switchyard
- Online February 12, 2013
- Connection of 230kV transmission lines for SCE&G, and Santee Cooper
- Lar gest switch yard in the SCE&G S ystemgyy LLd L esson L earne dCditifthldtd
- C oor di na tion o f groups t o h e l p un ders t an d ITAAC*Strengthening the procedural controls of ITAAC programs-Roles and responsibilities for groups
-Stakeholder buy in
- Review of corrective action programs LLd L esson L earne dUdtdidditifITAACi
- U n ders t an ding an d coor di na tion o f ITAAC i ssues away from site.
-Vendor inspections(NRC and Consortium)
-Vendor corrective actions that have a material ffITAAC e ff ect ITAAC*Development of a common understanding of what is meant by material effects on an ITAAC's acceptance criteria.