ML11167A078
| ML11167A078 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 06/02/2011 |
| From: | - No Known Affiliation |
| To: | Division of Operating Reactor Licensing |
| References | |
| Download: ML11167A078 (18) | |
Text
1 WBN2Public Resource From:
Hamill, Carol L [clhamill@tva.gov]
Sent:
Thursday, June 02, 2011 11:38 AM To:
Epperson, Dan; Poole, Justin; Raghavan, Rags; Milano, Patrick; Campbell, Stephen Cc:
Crouch, William D
Subject:
Presentation package_Part 2 of 2.
Attachments:
image001.jpg; Presentation package_Part 2 of 2.pdf Attached is Part 2 of 2, pages 15-28, of the presentation package.
Please let me know if you have any questions. Thanks.
Carol L. Hamill
Licensing/QualityAssurance WBNUnit2Project,EQB1BWBN
4233653177
4233653833 ccllhhaam miillll@
@ttvvaa..ggoovv
Hearing Identifier:
Watts_Bar_2_Operating_LA_Public Email Number:
408 Mail Envelope Properties (25547F570B005144A141ECCA95DA1AB212053954)
Subject:
Presentation package_Part 2 of 2.
Sent Date:
6/2/2011 11:37:40 AM Received Date:
6/2/2011 11:38:40 AM From:
Hamill, Carol L Created By:
clhamill@tva.gov Recipients:
"Crouch, William D" <wdcrouch@tva.gov>
Tracking Status: None "Epperson, Dan" <Dan.Epperson@nrc.gov>
Tracking Status: None "Poole, Justin" <Justin.Poole@nrc.gov>
Tracking Status: None "Raghavan, Rags" <Rags.Raghavan@nrc.gov>
Tracking Status: None "Milano, Patrick" <Patrick.Milano@nrc.gov>
Tracking Status: None "Campbell, Stephen" <Stephen.Campbell@nrc.gov>
Tracking Status: None Post Office:
TVACOCXVS2.main.tva.gov Files Size Date & Time MESSAGE 295 6/2/2011 11:38:40 AM image001.jpg 1023 Presentation package_Part 2 of 2.pdf 2326117 Options Priority:
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Page 1 of 1 6/16/2011 file://c:\\EMailCapture\\Watts_Bar_2_Operating_LA_Public\\408\\attch1.jpg
ENCLOSURE 1 PRESENTATION PACKAGE TEMPORARY DAMS MODIFICATION PROJECT PART 2 OF 2
Temporary Dams Modification Project Fort Loudoun Hwy 321 Husein Hasan/TVA 15 Temporary Dams Modification (R0)
Temporary Dams Modification Project Fort Loudoun Marina Saddle Dam 570 feet Husein Hasan/TVA 16 Temporary Dams Modifications (R0)
Temporary Dams Modification Project F
t L d
D Fort Loudoun Dam
Dam's length raised by 4' = 3785 feet (570 feet Saddle Dam) feet Saddle Dam).
HESCO baskets used = 1907; 1095 - (3X3X4) ; 812 - (3X3X3) 1095 (3 X3 X4 ) ; 812 (3 X3 X3 )
Sand used = 9.8 million pounds Husein Hasan/TVA 17 Temporary Dams Modifications (R0)
Temporary Dams Modification Project Watts Bar Dam - East Embankment 1620 feet Husein Hasan/TVA 18 Temporary Dams Modifications (R0)
Temporary Dams Modification Project Watts Bar East Embankment Husein Hasan/TVA 19 Temporary Dams Modifications (R0)
Temporary Dams Modification Project Watts Bar Dam East Embankment Raising
Dam's length raised by 3' = 1620 feet
HESCO baskets used:
Main Embankment = 540 (3X3X3)
Sand used = 1.5 million pounds Husein Hasan/TVA 20 Temporary Dams Modifications (R0)
Temporary Dams Modification Project Husein Hasan/TVA 21 Temporary Dams Modification (R1)
Temporary Dams Modification Project Dam Ne PMF H
ft Ne PMF T
ft Current Ele ation ft Ne Ele ation ft Watts Bar 768.27 739.0 767.22 770.22 833.25
( S. Emb.)
837 Fort Loudoun 835.65 821.2
(
)
833.61 (Saddle Dam) 837 837.6 Tellico 833.34 820.3 830.5 834.5 Cherokee 1090.68 981.5 1089 1092 Total raised HESCO baskets Sand Used 18,200 feet 6,900 30 Million pounds Husein Hasan/TVA 22 Temporary Dams Modifications (R0)
Temporary Dams Modification Project Stability Analysis of the HESCO Baskets PMF Seismic Configuration #1 Husein Hasan/TVA 23 Temporary Dams Modifications (R0) g 3-foot Single Basket
Temporary Dams Modification Project Stability Analysis of the HESCO Baskets PMF Seismic y
y Config ration #2 Husein Hasan/TVA 24 Temporary Dams Modification (R1)
Configuration #2 4-foot Single Basket
Temporary Dams Modification Project Stability Analysis of the HESCO Baskets PMF Seismic Configuration #3 Husein Hasan/TVA 25 Temporary Dams Modification (R1) g 3+4 foot Double Baskets Fort Loudoun South Embankment
Temporary Dams Modification Project Stability Analysis of the HESCO Baskets PMF Seismic Configuration #4 Husein Hasan/TVA 26 Temporary Dams Modification (R1)
Configuration #4 3+4 foot Double Stacked Baskets (Fort Loudoun Saddle Dam)
Temporary Dams Modification Project Stability Analysis of the HESCO Baskets PMF Seismic Configuration #5 Husein Hasan/TVA 27 Temporary Dams Modification (R1) g L-Shaped Double Stacked Baskets Fort Loudoun South Embankment
Temporary Dams Modification Project Stability Analysis for the HESCO Baskets for PMF and Seismic Loading Factor of Safety Stability Analysis for the HESCO Baskets for PMF and Seismic Loading Results Configuration and Applicable Site Sliding Overturning Minimum Calculated Required Resultant Location Required PMF S i i
PMF S i i
PMF Seismic PMF Seismic 3-foot Single Basket Cherokee; Watts Bar 1.5 2.8 1.1 Within Base (0.95 ft)
Within Base (1.2 ft)
Within Base 4-foot Single Basket (Tellico 1 2 2 8 1 1 Within Base Within Base Within g
(
and Fort Loudoun) 1.2 2.8 1.1 (0.66 ft) ase (1.1 ft)
Base 3+4 foot Double Stacked Baskets (Fort Loudoun S Embankment) 1.1 2.8 1.1 Within Base (0.08 ft)
Within Base (0.78 ft)
Within Base S. Embankment) 3+4 foot Double Stacked Baskets (Fort Loudoun Saddle Dam) 1.1 2.8 1.1 Within Base (2.77 ft)
Within Base (0.78 ft)
Within Base L-Shaped Double Stacked Within Base Within Base Within Husein Hasan/TVA 28 Temporary Dams Modifications (R0)
L Shaped Double Stacked (Fort Loudoun) 1.1 2.8 1.1 Within Base (1.95 ft)
Within Base (2.8 ft)
Within Base