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| number = ML15349A003
| number = ML15349A003
| issue date = 12/07/2015
| issue date = 12/07/2015
| title = 2015/12/07 NRR E-mail Capture - Clarifications Related to Seismic Audit Information Requests
| title = NRR E-mail Capture - Clarifications Related to Seismic Audit Information Requests
| author name = DiFrancesco N J
| author name = Difrancesco N
| author affiliation = NRC/NRR/JLD
| author affiliation = NRC/NRR/JLD
| addressee name = Richardson M
| addressee name = Richardson M
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:1 NRR-PMDAPEm Resource From: DiFrancesco, Nicholas Sent: Monday, December 07, 2015 3:42 PM To: Michael Richardson (mjrm@pge.com)
{{#Wiki_filter:NRR-PMDAPEm Resource From:                             DiFrancesco, Nicholas Sent:                             Monday, December 07, 2015 3:42 PM To:                               Michael Richardson (mjrm@pge.com)
Cc: 'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed
Cc:                               'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed


==Subject:==
==Subject:==
Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:  
Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:
Response Clarifications
: 1) Use consistent terminology for bedrock vs. base rock (or source)
: 2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial.
: 3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.
: 4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting.
: 5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text.
: 6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock
: 7) For Figure 3-7, add SWUS
: 8) In Section 3, add a cartoon of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3
: 9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph
: 10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10-4
        & 10-5
: 11) For the first set of equations in Section 5.4, add a second where equation where dh/dr is SA2 hazard
: 12) Citation for deep 3D model (Fugro report)
Separately from the December response the staff requests to review of the following information
: 1) Review of the final calculation package including Approach 3 code and compiled version
: 2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.
Please let me know if you have any questions.
: Thanks, Nick 1


Response Clarifications 1) Use consistent terminology for bedrock vs. base rock (or source) 2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial. 3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting. 5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text. 6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock 7) For Figure 3-7, add SWUS 8) In Section 3, add a "cartoon" of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3 9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph 10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10
Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115 2
-4& 10-5 11) For the first set of equations in Section 5.4, add a second "where" equation where dh/dr is SA2 hazard 12) Citation for deep 3D model (Fugro report) Separately from the December response the staff requests to review of the following information 1) Review of the final calculation package including Approach 3 code and compiled version  2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.
Please let me know if you have any questions.
: Thanks, Nick 2 Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission  


Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115
Hearing Identifier:     NRR_PMDA Email Number:           2555 Mail Envelope Properties       (Nicholas.DiFrancesco@nrc.gov20151207154100)
 
Hearing Identifier: NRR_PMDA Email Number: 2555   Mail Envelope Properties   (Nicholas.DiFrancesco@nrc.gov20151207154100)


==Subject:==
==Subject:==
Clarifications Related to Seismic Audit Information Requests Sent Date:   12/7/2015 3:41:41 PM Received Date: 12/7/2015 3:41:00 PM From:   DiFrancesco, Nicholas Created By:   Nicholas.DiFrancesco@nrc.gov Recipients:     "'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>
Clarifications Related to Seismic Audit Information Requests Sent Date:             12/7/2015 3:41:41 PM Received Date:         12/7/2015 3:41:00 PM From:                   DiFrancesco, Nicholas Created By:             Nicholas.DiFrancesco@nrc.gov Recipients:
Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>
"'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>
Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com> Tracking Status: None  
Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>
Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com>
Tracking Status: None Post Office:
Files                            Size                      Date & Time MESSAGE                          2659                      12/7/2015 3:41:00 PM Options Priority:                        Standard Return Notification:            No Reply Requested:                No Sensitivity:                    Normal Expiration Date:
Recipients Received:


Post Office:      Files    Size      Date & Time MESSAGE    2659      12/7/2015 3:41:00 PM Options  Priority:    Standard  Return Notification:    No  Reply Requested:    No  Sensitivity:    Normal  Expiration Date:      Recipients Received:
NRR-PMDAPEm Resource From:                             DiFrancesco, Nicholas Sent:                             Monday, December 07, 2015 3:42 PM To:                               Michael Richardson (mjrm@pge.com)
1 NRR-PMDAPEm Resource From: DiFrancesco, Nicholas Sent: Monday, December 07, 2015 3:42 PM To: Michael Richardson (mjrm@pge.com)
Cc:                               'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed
Cc: 'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed


==Subject:==
==Subject:==
Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:  
Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:
Response Clarifications
: 1) Use consistent terminology for bedrock vs. base rock (or source)
: 2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial.
: 3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.
: 4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting.
: 5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text.
: 6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock
: 7) For Figure 3-7, add SWUS
: 8) In Section 3, add a cartoon of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3
: 9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph
: 10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10-4
        & 10-5
: 11) For the first set of equations in Section 5.4, add a second where equation where dh/dr is SA2 hazard
: 12) Citation for deep 3D model (Fugro report)
Separately from the December response the staff requests to review of the following information
: 1) Review of the final calculation package including Approach 3 code and compiled version
: 2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.
Please let me know if you have any questions.
: Thanks, Nick 1


Response Clarifications 1) Use consistent terminology for bedrock vs. base rock (or source) 2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial. 3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting. 5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text. 6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock 7) For Figure 3-7, add SWUS 8) In Section 3, add a "cartoon" of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3 9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph 10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10
Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115 2
-4& 10-5 11) For the first set of equations in Section 5.4, add a second "where" equation where dh/dr is SA2 hazard 12) Citation for deep 3D model (Fugro report) Separately from the December response the staff requests to review of the following information 1) Review of the final calculation package including Approach 3 code and compiled version  2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.
Please let me know if you have any questions.
: Thanks, Nick 2 Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission  


Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115
Hearing Identifier:     NRR_PMDA Email Number:           2555 Mail Envelope Properties       (Nicholas.DiFrancesco@nrc.gov20151207154100)
 
Hearing Identifier: NRR_PMDA Email Number: 2555   Mail Envelope Properties   (Nicholas.DiFrancesco@nrc.gov20151207154100)


==Subject:==
==Subject:==
Clarifications Related to Seismic Audit Information Requests Sent Date:   12/7/2015 3:41:41 PM Received Date: 12/7/2015 3:41:00 PM From:   DiFrancesco, Nicholas Created By:   Nicholas.DiFrancesco@nrc.gov Recipients:     "'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>
Clarifications Related to Seismic Audit Information Requests Sent Date:             12/7/2015 3:41:41 PM Received Date:         12/7/2015 3:41:00 PM From:                   DiFrancesco, Nicholas Created By:             Nicholas.DiFrancesco@nrc.gov Recipients:
Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>
"'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>
Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com> Tracking Status: None  
Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>
 
Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com>
Post Office:     Files     Size     Date & Time MESSAGE   2659     12/7/2015 3:41:00 PM Options Priority:     Standard   Return Notification:   No   Reply Requested:   No   Sensitivity:     Normal Expiration Date:     Recipients Received:}}
Tracking Status: None Post Office:
Files                           Size                     Date & Time MESSAGE                         2659                     12/7/2015 3:41:00 PM Options Priority:                       Standard Return Notification:             No Reply Requested:                 No Sensitivity:                     Normal Expiration Date:
Recipients Received:}}

Latest revision as of 20:35, 4 December 2019

NRR E-mail Capture - Clarifications Related to Seismic Audit Information Requests
ML15349A003
Person / Time
Site: Diablo Canyon  Pacific Gas & Electric icon.png
Issue date: 12/07/2015
From: Nicholas Difrancesco
Japan Lessons-Learned Division
To: Richardson M
Pacific Gas & Electric Co
References
Download: ML15349A003 (3)


Text

NRR-PMDAPEm Resource From: DiFrancesco, Nicholas Sent: Monday, December 07, 2015 3:42 PM To: Michael Richardson (mjrm@pge.com)

Cc: 'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed

Subject:

Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:

Response Clarifications

1) Use consistent terminology for bedrock vs. base rock (or source)
2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial.
3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.
4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting.
5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text.
6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock
7) For Figure 3-7, add SWUS
8) In Section 3, add a cartoon of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3
9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph
10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10-4

& 10-5

11) For the first set of equations in Section 5.4, add a second where equation where dh/dr is SA2 hazard
12) Citation for deep 3D model (Fugro report)

Separately from the December response the staff requests to review of the following information

1) Review of the final calculation package including Approach 3 code and compiled version
2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.

Please let me know if you have any questions.

Thanks, Nick 1

Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115 2

Hearing Identifier: NRR_PMDA Email Number: 2555 Mail Envelope Properties (Nicholas.DiFrancesco@nrc.gov20151207154100)

Subject:

Clarifications Related to Seismic Audit Information Requests Sent Date: 12/7/2015 3:41:41 PM Received Date: 12/7/2015 3:41:00 PM From: DiFrancesco, Nicholas Created By: Nicholas.DiFrancesco@nrc.gov Recipients:

"'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>

Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>

Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com>

Tracking Status: None Post Office:

Files Size Date & Time MESSAGE 2659 12/7/2015 3:41:00 PM Options Priority: Standard Return Notification: No Reply Requested: No Sensitivity: Normal Expiration Date:

Recipients Received:

NRR-PMDAPEm Resource From: DiFrancesco, Nicholas Sent: Monday, December 07, 2015 3:42 PM To: Michael Richardson (mjrm@pge.com)

Cc: 'Jahangir, Nozar' (NxJ1@pge.com); Shams, Mohamed

Subject:

Clarifications Related to Seismic Audit Information Requests Mr. Richardson, In continuation of the Sept 4, 2015, Regulatory Audit plan to review the Diablo Canyon Site Response Analysis (Agencywide Documents Access and Management System [ADAMS] No. ML152448099), the NRC staff and PG&E conducted an audit meeting on December 3, 2015. During this meeting the NRC staff and PG&E representatives discussed information needs associated with prior NRC technical requests. Below is a summary of clarifications to be included in the PG&E December 2015 letter to support understanding of the site response approach:

Response Clarifications

1) Use consistent terminology for bedrock vs. base rock (or source)
2) A conclusion section that summarizes overall approach, underpinning philosophy, strengths and weaknesses of approaches, and outcome would be beneficial.
3) With regard to Section 2.5 and Table 2-2 (and potentially other sections) the numerical depth values for low strain damping and kappa (300 ft and 500 ft) are not consistent and should be clarified or corrected.
4) For Figure 3-1, correct the deep profile gradient to have one branch; and rearrange the nonlinear tree to clarify weighting.
5) For Figure 3-4 and 3-5, add 3 NL to these plot; list maximum strain at the GMRS level in the accompanying text.
6) For Figure 3-6, note that this is Amp 3, on the y-axis note reference rock
7) For Figure 3-7, add SWUS
8) In Section 3, add a cartoon of the SA 0, SA 1, SA 2, and Amp 1, Amp 2, and Amp 3
9) For Table 4-5, and any other tabular data that could be clarified with graphical representation, add a plot or graph
10) For Section 5.2, expand to capture discussion on potential path effects; clarify the discussion with regard to frequency band that is of interest; add comparison plots for analytical vs. empirical UHRS 10-4

& 10-5

11) For the first set of equations in Section 5.4, add a second where equation where dh/dr is SA2 hazard
12) Citation for deep 3D model (Fugro report)

Separately from the December response the staff requests to review of the following information

1) Review of the final calculation package including Approach 3 code and compiled version
2) Hardebeck data set/velocity model used to relocate hypocenters This email will be added to public ADAMS and incorporated as part of the audit summary.

Please let me know if you have any questions.

Thanks, Nick 1

Sr. Project Manager - Seismic Reevaluations U.S. Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Japan Lesson Learned Project Division nicholas.difrancesco@nrc.gov l Tel: (301) 415-1115 2

Hearing Identifier: NRR_PMDA Email Number: 2555 Mail Envelope Properties (Nicholas.DiFrancesco@nrc.gov20151207154100)

Subject:

Clarifications Related to Seismic Audit Information Requests Sent Date: 12/7/2015 3:41:41 PM Received Date: 12/7/2015 3:41:00 PM From: DiFrancesco, Nicholas Created By: Nicholas.DiFrancesco@nrc.gov Recipients:

"'Jahangir, Nozar' (NxJ1@pge.com)" <NxJ1@pge.com>

Tracking Status: None "Shams, Mohamed" <Mohamed.Shams@nrc.gov>

Tracking Status: None "Michael Richardson (mjrm@pge.com)" <mjrm@pge.com>

Tracking Status: None Post Office:

Files Size Date & Time MESSAGE 2659 12/7/2015 3:41:00 PM Options Priority: Standard Return Notification: No Reply Requested: No Sensitivity: Normal Expiration Date:

Recipients Received: