View source for RA-13-075, Response to NRC Request for Information Per 10 CFR 50.54(f) Re the Seismic Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident- 1.5 Year Response for CEUS Sites

{{Adams
| number = ML13256A070
| issue date = 09/12/2013
| title = Response to NRC Request for Information Per 10 CFR 50.54(f) Re the Seismic Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident- 1.5 Year Response for CEUS Sites
| author name = Kaegi G
| author affiliation = Exelon Generation Co, LLC
| addressee name = 
| addressee affiliation = NRC/Document Control Desk, NRC/NRR
| docket = 05000219, 05000237, 05000249, 05000254, 05000265, 05000277, 05000278, 05000289, 05000352, 05000353, 05000373, 05000374, 05000454, 05000455, 05000456, 05000457, 05000461
| license number = 
| contact person = 
| case reference number = RA-13-075, RS-13-205, TMI-13-104
| document type = Graphics incl Charts and Tables, Letter type:RA
| page count = 68
| project = 
| stage = Response to RAI
}}

=Text=
{{#Wiki_filter:1 Exelon Generation" 10 CFR 50.54{f)
RS-13-205 RA-13-075 TMI-13-104 September 12, 2013 u.S. Nuclear Regulatory Commission ATTN: Document Control Desk 11555 Rockville Pike Rockville, MD 20852 Braidwood Station, Units 1 and 2 Facility Operating License Nos. NPF-72 and NPF-77 NRC Docket Nos. STN 50-456 and STN 50-457 Byron Station, Units 1 and 2 Facility Operating License Nos. NPF-37 and NPF-66 NRC Docket Nos. STN 50-454 and STN 50-455 Clinton Power Station, Unit 1 Facility Operating License No. NPF-62 NRC Docket No. 50-461 Dresden Nuclear Power Station, Units 2 and 3 Renewed Facility Operating License Nos. DPR-19 and DPR-25 NRC Docket Nos. 50-237 and 50-249 LaSalle County Station, Units 1 and 2 Facility Operating License Nos. NPF-11 and NPF-18 NRC Docket Nos. 50-373 and 50-374 Limerick Generating Station, Units 1 and 2 Facility Operating License Nos. NPF-39 and NPF-85 NRC Docket Nos. 50-352 and 50-353 Oyster Creek Nuclear Generating Station, Unit 1 Renewed Facility Operating License No. DPR-16 NRC Docket No. 50-219 Peach Bottom Atomic Power Station, Units 2 and 3 Renewed Facility Operating License Nos. DPR-44 and DPR-56 NRC Docket Nos. 50-277 and 50-278

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Quad Cities Nuclear Power Station, Units 1 and 2 Renewed Facility Operating License Nos. DPR-29 and DPR-30 NRC Docket Nos. 50-254 and 50-265 Three Mile Island Nuclear Station, Unit 1 Renewed Facility Operating License No. DPR-50 NRC Docket No. 50-289

==Subject:==
Exelon Generation Company, LLC Response to NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding the Seismic Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukus hima Dai-ichi Accident - 1.5 Year Response for CEUS Sites

==References:==
: 1. NRC Letter, Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(f) Regarding Recommendations 2.1, 2.3, and 9.3, of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accide nt, dated March 12, 2012
: 2. NRC Letter, Endorsement of EPRI Final Draft Report 10252 87, "Seismic Evaluation Guidance," dated February 15, 2013
: 3. EPRI Report 1025287, Seismic Evaluation Guidance: Screen ing, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic
: 4. NEI Letter to NRC, Proposed Path Forward for NTTF Recom mendation 2.1: Seismic Reevaluations, dated April 9, 2013
: 5. NRC Letter, EPRI Final Draft Report XXXXXX, "Seismic Evalua tion Guidance:
Augmented Approach for the Resolution of Near-Term Task Force Recommendation 2.1 : Seismic," as an Acceptable Alternative to the March 12, 2012, Information Request for Seismic Reevaluations, dated May 7, 2013
: 6. EPRI Report 3002000704, Seismic Evaluation Guidance Augme nted, Approach for the Resolution of Fukushima Near-Term Task Force Recommenda tion 2.1: Seismic, dated May 2013 On March 12, 2012, the Nuclear Regulatory Commission (NRC) issued Reference 1 to all power reactor licensees and holders of construction permits in active or deferred status. Enclosure 1 of Reference 1 requested each addressee in the Central and Easter n United States (CEUS) to submit a written response consistent with the requested seismic hazard evaluation information (items 1 through 7) by September 12, 2013. On February 15, 2013, the NRC issued Reference 2, endorsing the Reference 3 industry guidance for responding to Reference 1. Section 4 of Reference 3 identifies the detailed information to be included in the seismic hazard evaluation submittals.

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 On April 9, 2013, NEI submitted Reference 4 to the NRC, requesting the NRC's agreement to delay submittal of some of the CEUS seismic hazard evaluation information so that an update to the EPRI (2004, 2006) ground motion attenuation model could be completed and used to develop that information. NEI proposed that descriptions of subsurface materials and properties and base case velocity profiles (items 3a and 3b in Section 4 of Reference 3) be submitted to the NRC by September 12, 2013, with the remaining seismic hazard and screening information submitted to the NRC by March 31,2014. In Reference 5, NRC agreed with this recommendation.
The attachments to this letter contain the requested descriptions of subsurface materials and properties and base case velocity profiles for each of the Exelon Generation Company, LLC (EGC) Stations. The information provided in the attachments to this letter is considered an interim product of seismic hazard development efforts being performed for the industry by EPRI.
The complete and final seismic hazard reports for EGC will be provided to the NRC in the EGC seismic hazard submittals by March 31, 2014 in accordance with Reference 5.
This letter contains no new regulatory commitments. If you have any questions regarding this submittal, please contact Ron Gaston at (630) 657-3359.
I declare under penalty of perjury that the foregoing is true and correct. Executed on the 12th day of September 2013.
Respectfully submitted,
~r.7&#xa5; Glen T. Kaegi Director - Licensing & Regulatory Affairs Exelon Generation Company, LLC Attachments:
: 1. Braidwood Station, Units 1 and 2, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 2. Byron Station, Units 1 and 2, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 3. Clinton Power Station, Unit 1, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 4. Dresden Nuclear Power Station, Units 2 and 3, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 5. LaSalle County Station, Units 1 and 2, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 6. Limerick Generating Station, Units 1 and 2, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4
: 7. Oyster Creek Nuclear Generating Station, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 8. Peach Bottom Atomic Power Station, Units 2 and 3, Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles
: 9. Quad Cities Nuclear Power Station, Units 1 and 2, Descriptions of Subsurface Materials and Properties and Base Case Shear Wave Velocity Profiles
: 10. Three Mile Island Nuclear Station, Unit 1, Descriptions of Subsurface Materials and Properties and Base Case Shear Wave Velocity Profiles cc:     Director, Office of Nuclear Reactor Regulation Regional Administrator - NRC Region I Regional Administrator - NRC Region III NRC Senior Resident Inspector - Braidwood Station NRC Senior Resident Inspector - Byron Station NRC Senior Resident Inspector - Clinton Power Station NRC Senior Resident Inspector - Dresden Nuclear Power Station NRC Senior Resident Inspector - LaSalle County Station NRC Senior Resident Inspector - limerick Generating Station NRC Senior Resident Inspector - Oyster Creek Nuclear Generating Station NRC Senior Resident Inspector - Peach Bottom Atomic Power Station NRC Senior Resident Inspector - Quad Cities Nuclear Power Station NRC Senior Resident Inspector - Three Mile Island Nuclear Station, Unit 1 NRC Project Manager, NRR - Braidwood Station NRC Project Manager, NRR - Byron Station NRC Project Manager, NRR - Clinton Power Station NRC Project Manager, NRR - Dresden Nuclear Power Station NRC Project Manager, NRR - LaSalle County Station NRC Project Manager, NRR - limerick Generating Station NRC Project Manager, NRR - Oyster Creek Nuclear Generating Station NRC Project Manager, NRR - Peach Bottom Atomic Power Station NRC Project Manager, NRR - Quad Cities Nuclear Power Station NRC Project Manager, NRR - Three Mile Island Nuclear Station, Unit 1 Ms. Jessica A. Kratchman, NRR/JLD/PMB, NRC Mr. Eric E. Bowman, NRRlDPR/PGCB, NRC or Ms. Eileen M. McKenna, NROIDSRAlBPTS, NRC Illinois Emergency Management Agency - Division of Nuclear Safety Director, Bureau of Radiation Protection - Pennsylvania Department of Environmental Resources Manager, Bureau of Nuclear Engineering - New Jersey Department of Environmental Protection Chairman, Board of County Commissioners of Dauphin County, PA Chairman, Board of Supervisors of Londonderry Township, PA Mayor of Lacey Township, Forked River, NJ S. T. Gray, State of Maryland R. R. Janati, Chief, Division of Nuclear Safety, Pennsylvania Department of Environmental Protection, Bureau of Radiation Protection

At tac hm en t 1 Braidwood Station Units 1 and 2 De sc rip tio ns of Su bs urf ac e Materials and Properties and Base Case Ve loc ity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Braidwood site description-Rev. 1 The basic information used to create the site geologic profile at the Braidwood Nuclear Generating Station is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Reference 1, the SSE Control Point is defined at elevation 562 ft, and the profile was modeled up to this elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1, 2, and 3 are weighted 0.4,0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. SGH (2012). Review of Existing Site Response Parameter Data for the Exelon Nuclear Fleet-Revision J, Simpson Gumpertz & Heger Rept. No. 12S01S-R-Ol dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July IS, 2012.
: 2. EPRI (1993). Guidelines for Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1
    ----       - fG          . I Profile Data for Braid            d NuclearG               s Elevations of Layer           Range in                                                                                                                           I Boundaries At Reactor         Thickness                                                                      Shear Wave         Compressional Buildings                 Across                                                            Density      Velocity        Wave Velocity        Poisson's     I
_tft, MSL)               Site(ft)             Soil/Rock Descr!J!tion and AjJe                ~cf)         -<fps)               (fps)             Ratio 6008 to 579                    5-15             Pleistocene Equality Formation, dry silty         105-110    330                 1000                 0.41-0.44 sand, medium dense 10-15            Pleistocene Equality Formation, wet silty         125-130    2400               5500-6500             0.41-0.42 sand, medium dense 0
579 to 562                      10-25            Pleistocene Wedron Formation, clayey              130-145    2400               6400                  0.38-0.42 silt to silty clay with sand, gravel, cobbles, and boulders, hard, stiff c
562 to 462                      70-105           Pennsylvanian limestone, sandstone,               113-162    3200               7800-10000            0.38-0.41 siltstone and coal 462 to 425                      37-45            Ordovician Fort Atkinson Formation,               164        6800                12000-17000          0.32-0.37 limestone and dolomite 425 to 338                      85-90            Ordovician Scales Formation, shale,               155-158    3400               8800-17000            0.32-0.44 limestone 338 to 133                      165-245          Ordovician Wise Lake and Dunleith                 162        8700                16400                0.30-0.32 Formations, dolomite 133 to 118                     10-20            Ordovician Guttenburg Formation,                  N/A        N/A                N/A                   N/A dolomite 118 to -37                      124-186          Ordovician Platteville Group, dolomite            N/A        N/A                 N/A                  N/A and limestone
-37 to -384                     157-540          Ordovician Ancell Group, dolomitic                N/A        N/A                N/A                   N/A sandstone and quartzose sandstone
-384 to -694                    285-334          Ordovician Canadian Series, dolomite              N/A        N/A                N/A                   N/A and sandstone
-694 to -4234                   3300-3800        Cambrian dolomite, shale, and                     N/A        N/A                N/A                   N/A sandstone
-4234 and below                 N/A              Precambrian granite, quartz monzonite,            N/A        N/A                N/A                   N/A rhyolite porphyry, felsite Surface of finish grade is nominally at EI. 600 feet MSL, at the top of the Pleistocene Equality Formation.
b The control points for the SSE and IPEEE HCLPF are at EI. 562 ft MSL, which is the elevation of the Reactor Building foundation and the elevation of the rock-till interface.
C Bottom of the deepest foundation is at EI. 523 ft MSL, within the Pennsylvanian bedrock.

u.s. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Bra idwood Site Vs {ft/secl o  1000   2000 3000  4000 5000 6000 7000 8000 9000 10000 o
500 1000 I 1500 I 2000 I                                                        - Profile 1
      +::"
:::. 2500 I                                                        - Profile 2 I
      .s=
       ~3000         I                                                   - Profile 3 o              I 3500 4000 4500 5000 5500 Figure 1. Vs profiles for Braidwood site

U.S. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIek nesses, depths, an d V s tIor 3 protil 1 es, B'd rat wood sIte.
Profile I                            Profile 2                             Profile 3 thickness(ft)  depth (ft) Vs(ftls)  thickness(ft)   depth (ft)   Vs(ftls)  thickness(ft) depth (ft) Vs(ftls) 0       3200                         0         2560                        0      4000 10.0         10.0     3200          10.0          10.0       2560         10.0         10.0     4000 10.0         20.0      3200          10.0         20.0        2560         10.0         20.0     4000 10.0         30.0      3200          10.0         30.0        2560         10.0         30.0     4000 10.0        40.0      3200          10.0         40.0        2560         10.0         40.0     4000 10.0        50.0      3200          10.0         50.0        2560         10.0         50.0     4000 10.0         60.0      3200          10.0         60.0        2560         10.0         60.0     4000 10.0        70.0      3200          10.0         70.0        2560         10.0         70.0     4000 10.0        80.0      3200          10.0         80.0        2560         10.0         80.0     4000 10.0        90.0      3200          10.0         90.0        2560         10.0         90.0     4000 10.0        100.0     3200          10.0         100.0       2560         10.0        100.0     4000 10.0        110.0     6800          10.0         110.0       5440         10.0        110.0     8500 10.0        120.0     6800          10.0         120.0       5440          10.0        120.0    8500 7.0         127.0     6800          7.0          127.0       5440          7.0        127.0     8500 10.0        137.0     6800          10.0         137.0       5440          10.0        137.0    8500 7.0         144.0     3400          7.0          144.0       2690          7.0        144.0     4250 10.0        154.0     3400          10.0         154.0       2690         10.0        154.0     4250 10.0        164.0     3400          10.0         164.0       2690          10.0        164.0    4250 10.0        174.0     3400          10.0         174.0       2690         10.0        174.0     4250 10.0        184.0     3400          10.0         184.0       2690          10.0       184.0     4250 10.0        194.0     3400          10.0         194.0       2690         10.0         194.0    4250 10.0        204.0     3400          10.0         204.0       2690         10.0        204.0     4250 10.0        214.0     3400          10.0         214.0       2690         10.0        214.0     4250 10.0        224.0     3400          10.0         224.0       2690         10.0        224.0     4250 6.0         230.0     8700          6.0          230.0       6960          6.0        230.0     9285 10.0        240.0     8700          10.0         240.0       6960          10.0       240.0     9285 10.0        250.0     8700          10.0         250.0       6960          10.0       250.0     9285 25.0        275.0     8700          25.0         275.0       6960         25.0        275.0     9285 25.0        300.0     8700          25 .0        300.0       6960         25.0        300.0     9285 25.0        325.0     8700          25.0         325.0       6960         25.0        325.0     9285 25.0        350.0     8700          25 .0        350.0       6960         25.0        350.0     9285 25 .0       375.0     8700          25.0         375.0       6960         25.0        375.0     9285 25.0        400.0     8700          25.0         400.0       6960          25 .0      400.0     9285 25 .0       425.0     8700          25.0         425.0       6960         25.0        425.0     9285 25 .0       450.0     8700          25.0         450.0       6960         25.0        450.0     9285 25.0        475.0     8700          25 .0        475.0       6960          25.0       475 .0    9285

U.S. Nuclear Regulatory Commission NITF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 25 .0     500.0     8700     25.0    500.0  6960  25 .0  500.0  9285 24.4      524.4     8700     24.4    524.4  6960  24.4  524.4   9285 24.4      548.7     8700     24.4    548.7  6960  24.4  548.7   9285 24.4      573.1     8700     24.4    573.1  6960  24.4   573.1  9285 24.4      597.5     8700     24.4    597.5  6960  24.4   597.5  9285 24.4      621.8     8700     24.4    621.8  6960  24.4   621.8  9285 24.4      646.2     8700     24.4    646.2  6960  24.4   646.2  9285 24.4      670.6     8700     24 .4   670.6  6960  24.4   670.6  9285 24.4      695 .0    8700     24.4    695.0  6960  24.4   695.0  9285 218.3      913.3     8700    218.3    913.3  5541 218.3   913.3  9285 218.3     1131.6     8700    218.3    1131.6 5541 218.3  1131.6  9285 218.3     1350.0     8700    218.3    1350.0 5541 218.3  1350.0  9285 218.3     1568.3     8700    218.3    1568.3 5541 218.3  1568.3  9285 218.3     1786.7     8700    218.3    1786.7 5541 218.3  1786.7  9285 218.3     2005 .0    8700    218.3    2005.0 5541 218.3  2005.0  9285 218.3     2223.3     8700    218.3    2223.3 5541  218.3 2223 .3 9285 218.3     2441.7     8700    218.3    2441.7 5541 218.3  2441.7  9285 218.3     2660.0     8700    218.3    2660.0 5541 218.3  2660.0  9285 218.3     2878.4     8700    218.3    2878.4 5541 218.3  2878.4  9285 218.3     30%.7      8700    218.3    3096.7 5541  218.3 3096.7  9285 218.3     3315.0     8700    218.3    3315.0 5541  218.3 3315.0  9285 218.3     3533.4     8700    218.3    3533.4 5541  218.3 3533.4  9285 218.3     3751.7     8700    218.3    3751.7 5541 218.3  3751.7  9285 218.3     3970.0     8700     218.3   3970.0 5541  218.3 3970.0  9285 218.3     4188.4     8700    218.3    4188.4 5541  218.3 4188.4  9285 218.3     4406.7     8700    218.3    4406.7 5541  218.3 4406.7  9285 218.3     4625.1     8700    218.3    4625.1 5541  218.3 4625.1  9285 218.3     4843.4     8700    218.3    4843.4 5541  218.3 4843 .4 9285 218.3     5061 .7    8700     218.3   5061.7 5541 218.3  5061.7  9285 3280.8    8342.6     9285    3280.8   8342.6 9285 3280.8 8342.6  9285

Attachment 2 Byron Station Units 1 and 2 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Byron site description The basic information used to create the site geologic profile at the Byron Nuclear Generating Station is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Table 1, the SSE Control Point is defined at elevation 869 ft, which is the surface of finished grade, and the profile was modeled up to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior.
These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0 .3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. SGH (2012). Review 0/ Existing Site Response Parameter Data/or the Exelon Nuclear Fleet-Revision 1, Simpson Gumpertz & Heger Rept. No. 128018-R-Ol dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July 18,2012.
: 2. EPRI (1993). Guidelinesfor Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 Summary of Geotechnical Profile Data for Byron Nuclear Generating Station Elevations of Layer           Range in Boundaries At Reactor          Thickness                                                                              Shear Wave         Compressional Buildings                Across                                                              Density            Velocity          Wave Velocity     Poisson's (ft, MSL)                SiteJftl            SoillRock DescripJion and Age                     ~cfJ               (fps)                (fps)           Ratio N/A                             0-8              Pleistocene overburden, clayey silt,               110-130          330-450              1000-2200          0.44 clayey sand, and silty sand with some gravel 8698 to 772D                    30-105           Ordovician Dunleith Formation, slightly to 147-164                  2800-3650            7500-11000         0.37-0.41 moderately weathered dolomite 772 to 768                      3-7              Ordovician Guttenberg Formation,                   150-157          3000-6000            9500-15250         0.33-0.41 Dolomite 768 to 755                      10-15            Ordovician Quimbys Mill Formation,                 156-166          4500-9500             12000-15250       0.33-0.41 Dolomite 755 to 740                      13-24            Ordovician Nachusa Formation,                      162-168          9500                  15500             0.19-0.23 Dolomite 740 to 698                      30-46            Ordovician Grand Detour                            156-177          9500                 15500              0.19-0.23 Formation, dolomite 698 to 682                      13-26            Ordovician Mifflin Formation,                      165-166          9500                 15500              0.19-0.23 Dolomite 682 to 657                      15-31            Ordovician Pecatonica Formation,                   146-160          9500                 15500              0.19-0.23 Dolomite 657 to 655                      2-5              Ordovician Glenwood Formation,                     116-129          9500                 15500              0.19-0.23 Harmony Hill Member, shale 655 to 635                      17-32            Ordovician Glenwood Formation,                     155-167          9500                 15500              0.19-0.23 Daysville Member, dolomite and sandstone 635 to 408                      100-450          Ordovician St. Peter Formation,                    130-132          9500                 15500              0.19-0.23 poorly graded, poorly cemented, friable sandstone 408 to -1622                    1500-2500 Cambrian dolomite and sandstone                           152-159          11000                18300              0.22
-1622 and below                 N/A              Precambrian metamorphic and                        162              12000                19000              0.18 igneous basement Surface of finish grade is nominally at EI. 869 ft MSL in the vicinity of the main power block. This is the control point elevation for the SSE and the IPEEE HCLPF.
b Bottom of the deepest foundation in the vicinity of the main power block is at EI. 792 ft MSL, within the Ordovician Dunleith Formation.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Byron Site Vs (ft/sec) 0 1000   2000  3000 4000    5000 6000 7000 8000 9000 10000 0
200 400 600 800 1000 1200                                                            - Profile 1 g    1400                                                            - Profile 2
       -5a. 1600                                                            - Profile 3
       ~ 1800 2000 2200 2400 2600 2800 3000 3200 Figure 1. Vs profiles for Byron site

u.s. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIe knesses, depths, an d V s &#xa3;or 3 profilI es, Biyron SIte Profile 1                            Profile 2                            Profile 3 thickness(ft) depth (ft)  Vs(ftls)   thickness(ft) depth (ft)  Vs(ftls)   thickness(ft) depth (ft)  Vs(ftls) 0      3197                          0      2557                          0      3996 10.0         10.0      3197          10.0         10.0      2557          10.0         10.0      3996 10.0         20.0      3197          10.0         20.0      2557          10.0         20.0      3996 10.0         30.0      3197          10.0         30.0      2557          10.0         30.0      39%
10.0         40.0      3197          10.0         40.0      2557          10.0         40.0      3996 10.0         50.0      3197          10.0         50.0      2557          10.0         50.0      3996 10.0         60.0      3197          10.0         60.0      2557          10.0         60.0      3996 10.0         70.0      3197          10.0         70.0      2557          10.0         70.0      3996 10.0         80.1      3197          10.0         80.1      2557          10.0         80.1      3996 10.0         90.1      3197          10.0         90.1      2557          10.0         90.1      3996 7.0        97.0      3197           7.0         97.0      2557           7.0         97.0      3996 4.0        101.0      4242           4.0        101.0      3394           4.0       101.0       5303 6.5       107.5      6536            6.5       107.5      5229            6.5      107.5       8170 6.5       114.0      6536            6.5       114.0      5229           6.5       114.0       8170 5.9       120.0      9285           5.9        120.0      5942           5.9       120.0       9285 26.0        146.0      9285          26.0        146.0      5942          26.0       146.0       9285 26.0        172.0      9285          26.0        172.0      5942          26.0       172.0       9285 26.0        198.0      9285          26.0        198.0      5942          26.0       198.0       9285 26.0       224.0       9285          26.0       224.0       5942          26.0       224.0       9285 26.0       250.1       9285          26.0       250.1       5942          26.0       250.1       9285 38.4       288.5       9285          38.4       288.5       5942          38.4       288.5       9285 38.4       326.9       9285          38.4       326.9       5942          38.4       326.9       9285 38.4       365.3       9285          38.4       365.3       5942          38.4       365.3       9285 38.4       403.7       9285          38.4       403.7       5942          38.4       403.7       9285 38.4       442.2       9285          38.4       442.2       5942          38.4       442.2       9285 57.8       500.0       9285          57.8       500.0       5942          57.8       500.0       9285 106.2       606.2       9285         106.2       606.2       5942         106.2       606.2       9285 164.0       770.2       9285         164.0       770.2       5942         164.0       770.2       9285 164.0       934.3       9285         164.0       934.3       5942         164.0       934.3       9285 164.0      1098.3       9285         164.0      1098.3       5942         164.0      1098.3       9285 164.0      1262.4        9285        164.0      1262.4       5942         164.0      1262.4       9285 164.0      1426.4        9285        164.0      1426.4        5942        164.0      1426.4       9285 164.0      1590.4        9285        164.0      1590.4        5942        164.0      1590.4       9285 164.0      1754.5        9285        164.0      1754.5        5942        164.0      1754.5       9285 164.0      1918.5        9285        164.0      1918.5       5942         164.0      1918.5       9285 164.0      2082.6        9285        164.0      2082.6       5942         164.0      2082.6       9285 164.0      2246.6        9285        164.0      2246.6        5942        164.0      2246.6       9285

U.S. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 164.0   2410.7     9285      164.0 2410.7 5942  164.0 2410.7 9285 164.0   2574.7     9285      164.0 2574.7 5942  164.0 2574.7 9285 164.0   2738.7     9285      164.0 2738.7 5942  164.0 2738.7 9285 262.5   3001.2     9285      262.5 3001.2 5942  262.5 3001.2 9285 3280.8   6282.0     9285     3280.8 6282.0 9285 3280.8 6282.0 9285

Attachment 3 Clinton Power Station Unit 1 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Clinton site description-Rev. 1 The basic infonnation used to create the site geologic profile at the Clinton Power Station is shown in Table 1. This profile was developed using infonnation documented in Reference 1. As indicated in Table 1, the SSE Control Point is defined at the surface (elevation 736 ft), and the profile was modeled up to the surface. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equally. For dynamic properties of fill and compacted sand layers, modulus and damping curves were also represented with two models. The first model used soil curves taken from Reference 2, the second model used soil curves taken from References 3 and 4. These dynamic property models were weighted equally. To model the profile, rock modulus and damping curves from Reference 2 were paired with soil modulus and damping curves from Reference 2, and linear rock modulus and damping curves were paired with soil modulus and damping curves from References 3 and 4.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. SOH (2012). Review of Existing Site Response Parameter Datafor the Exelon Nuclear Fleet-Revision}, Simpson Oumpertz & Heger Rept. No. 12S01S-R-Ol dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July IS, 2012.
: 2. EPRI (1993). Guidelines for Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.
: 3. Silva, W.J., N. A. Abrahamson, G.R. Toro, and C. Costantino (1996). Description and Validation of the Stochastic Ground Motion Model, Rept. submitted to Brookhaven Natl. Lab.,
Assoc. Universities Inc., Upton NY 11973, Contract No. 770573.
: 4. Walling, M.A., W.J., Silva and N.A. Abrahamson (200S). "Nonlinear Site Amplification Factors for Constraining the NGA Models," Earthquake Spectra, 24 (1) 243-255.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 S- -- ---------    - fG- -
                     -     - - -   hnical Profile Data for Clinton P.
                                 - ----                                                Stat" Elevations of Layer                 Range in Boundaries At                   Thickness                                                                                         Shear Wave        Compressional Containment Buildings                 Across Site                                                                       Density             Velocity        Wave Velocity   Poisson's (ft MSL)                       (ft)                   SoillRock Description and Age                           (pef)               (~s)              (~s)           Ratio 736" to 732                              4-10              Wisconsinan Richland Loess, soft, clayey silt                 118-131            641-1354         1680-2875         0.37 732 to 702                               20-55             Wisconsinan Wedron Formation, stiff to very stiff             130-157            641-1354        4800-7300          0.48 clayey sandy silt with lenses of stratified sand, gravel or silt 702 to 680"                              10-22             Illinoian weathered Glasford Formation, clayey                120-160            860-1970        4800-7500          0.48 silt with sand and gravel 680 to 577                              90-140             Illinoian unaltered Glasford Formation, hard                  140-160            1100-3250       5700-8900          0.46 sandy silt till with discontinuous layers of stratified sand, gravel or silt up to 3 ft thick in the uppermost part 577 to 560                               0-17              Probably-Pre-Illinoian lacustrine deposit of                  133-142            1390-2670       7500               0.46-0.47 clayey silt (reworked and weathered Pre-Illinoian Qlacial till) 560 to 510                              50-68              Pre-Illinoian silty clay and clayey silt with some            134-162            1560-2800       5270-8230          0.46-0.47 sand and Qravel 510 to 500                              5-15               Pre-Illinoian lacustrine deposits of clayey silt and          126-142            1190-3310       5270-7940          0.40-0.46 silty clay with sand and some gravel (reworked glacial till) 500 to 0                                300-800            Pennsylvanian limestone, shale, sandstone,                    160-166           3250-5700        7850-12000         0.29 coal and siltstone Oto-500                                 500-600           Mississippian limestone, with lesser siltstone and             N/A               4500-6500        N/A                0.33 shale
-500 to -700                             150-250           Devonian shale and limestone                                  NlA               4500-8500        N/A                0.33
-700 to -1200                           450-550           Silurian carbonates, some of which include reef                N/A               4500-8500        N/A                0.33 structure
-1200 to -2300                           1000-1500        Ordovician dolomite, sandstone, basal                          N/A               6500-10500       N/A                0.25-0.33 sandstone, limestone, and shales
-2300 to -5300                          2900-3100         Cambrian siltstone, shale, sandstone, and                      N/A               6500-10500       N/A                0.25-0.33 dolomite
-5300 and below                          N/A              Precambrian igneous rocks, dominantly granite                  N/A               >9200            N/A                0.25 with associated granodiorite, rhyolite, felsite, or granophyre of closely related composition a Surface    of finish grade is nominally at EI. 736 ft MSL in the vicinity of the main power block. This is the control point elevation for the SSE and the IPEEE HCLPF.
b Bottom    of the deepest foundation in the vicinity of the main power block is at EI. 693 ft MSL, within the weathered Glasford Formation. Beneath the main power block, the native soils were excavated down to EI. 680 ft MSL to the surface of the unaltered Glasford Formation. Type B structural fill is placed between EI. 680 ft MSL and the bottom of the foundations .
The structural backfill is described in UFSAR Section 2.5.4.5.1.5 (1).

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Clinton Site Vs (ft/sec) o  1000   2000  3000   4000    5000 6000   7000 8000   9000 10000 o
I          I 500 L..,       I I               I 1000 1500 L-h L
I I
L L.
2000
                                                                                  - Profile 1 2500 g 3000                                                                      - Profile 2 oS                                                                         - Profile 3 2" 3500 Q
4000 4500 5000 5500 6000 6500 Figure 1. Vs profiles for Clinton site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thOIekn esses, depths, an d V s ~or 3 protil 1 es, crmton SI e Profile 1                             Profile 2                            Profile 3 thickness(ft) depth (ft)  Vs (fils)  thickness(ft)  depth (ft)  Vs (fils)  thickness(ft) depth (ft)  Vs (fils) 0        997                          0        638                         0       1566 4.0          4.0        997          4.0           4.0        638          4.0          4.0       1566 5.0          9.0        997          5.0           9.0        638          5.0          9.0       1566 5.0         14.0        997          5.0          14.0        638          5.0         14.0       1566 5.0         19.0        997          5.0          19.0        638          5.0         19.0       1566 1.0        20.0        997           1.0         20.0        638           1.0        20.0       1566 4.0         24.0        997          4.0          24.0        638          4.0        24.0        1566 5.0         29.0        997          5.0          29.0        638          5.0         29.0       1566 5.0         34.0        997          5.0          34.0        638          5.0        34.0        1566 4.4         38.4       1415          4.4          38.4        906          4.4         38.4       2221 4.4         42.8       1415          4.4          42.8        906          4.4        42.8        2221 4.4         47.2       1415          4.4          47.2        906          4.4        47.2        2221 2.8         50.0       1415          2.8          50.0        906          2.8         50.0       2221 1.6        51.6       1415           1.6         51.6        906           1.6       51.6        2221 4.4         56.0       1415          4.4          56.0        906          4.4        56.0        2221 10.3         66.3       2175         10.3          66.3       1392         10.3        66.3        3415 10.3         76.6       2175         10.3          76.6       1392         10.3        76.6        3415 10.3         86.9       2175         10.3          86.9       1392         10.3        86.9        3415 10.3         97.2       2175         10.3          97.2       1392         10.3        97.2        3415 10.3        107.5       2175         10.3        107.5        1392         10.3       107.5        3415 10.3        117.8       2175         10.3        117.8        1392         10.3       117.8        3415 2.2        120.0       2175          2.2        120.0        1392          2.2       120.0        3415 8.1       128.1        2175          8. 1       128.1        1392          8.1       128.1        3415 10.3        138.4       2175         10.3        138.4        1392         10.3       138.4        3415 10.3       148.7        2175         10.3        148.7        1392         10.3       148.7        3415 10.3        159.0       2175         10.3        159.0        1392         10.3       159.0        3415 8.5       167.5       2030          8.5        167.5        1299          8.5       167.5        3187 8.5        176.0       2030          8.5         176.0       1299          8.5       176.0        3187 10.0        186.0       2180         10.0        186.0        1395         10.0       186.0        3422 10.0        196.0       2180         10.0         196.0       1395         10.0       196.0        3422 10.0       206.0        2180         10.0        206.0        1395         10.0       206.0        3422 10.0       216.0        2180         10.0        216.0        1395         10.0       216.0        3422 10.0       226.0        2180         10.0        226.0        1395         10.0       226.0        3422 10.0       236.0        2250         10.0        236.0        1440         10.0       236.0        3532 14.0       250.0        4475         14.0        250.0        2864         14.0       250.0        7025 25 .0      275.0        4475         25.0        275 .0       2864         25.0       275.0        7025

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 25.0     300.0    4475       25.0  300.0  2864   25 .0  300.0  7025 25.0     325.0    4475       25.0  325.0  2864   25.0   325.0  7025 25.0     350.0    4475       25.0  350.0  2864   25 .0  350.0  7025 25.0     375.0    4475       25.0  375.0  2864   25 .0  375.0  7025 25.0     400.0    4475       25.0  400.0  2864   25.0   400.0  7025 25 .0    425.0    4475       25.0  425 .0 2864   25.0   425.0  7025 25 .0    450.0    4475       25.0  450.0  2864   25 .0  450.0  7025 25 .0    475.0    4475       25.0  475.0  2864   25 .0  475.0  7025 25.0     500.0    4475       25.0  500.0  2864   25 .0  500.0  7025 118.0     618.0    4475      118.0  618.0  2864  118.0   618.0  7025 118.0     736.0    4475      118.0  736.0  2864  118.0   736.0  7025 250.0     985.9    5500      250.0  985.9  3520  250.0   985.9  8635 250.0    1235.9    5500      250.0 1235.9  3520  250.0  1235.9  8635 233.3    1469.3    6500      233.3 1469.3  4160  233.3  1469.3  9285 233.3   1702.6     6500      233.3 1702.6  4160  233.3  1702.6  9285 233.3    1935.9    6500      233.3 1935.9  4160  233.3  1935.9  9285 275.0   2210.9     8500      275.0 2210.9  5440  275.0  2210.9  9285 275.0   2485.9     8500      275.0 2485.9  5440  275.0  2485.9  9285 275.0   2760.9     8500      275.0 2760.9  5440  275.0  2760.9  9285 275.0   3035.8     8500      275.0 3035.8  5440  275.0  3035.8  9285 300.0   3335.8     8500      300.0 3335.8  5440  300.0  3335.8  9285 300.0   3635.8     8500      300.0 3635.8  5440  300.0  3635.8  9285 300.0   3935.8     8500      300.0 3935.8  5440  300.0  3935.8  9285 300.0   4235.8     8500      300.0 4235.8  5440  300.0  4235.8  9285 300.0   4535.8     8500      300.0 4535 .8 5440  300.0  4535 .8 9285 300.0   4835.8     8500      300.0 4835.8  5440  300.0  4835.8  9285 300.0   5135.7     8500      300.0 5135.7  5440  300.0  5135.7  9285 300.0   5435.7     8500      300.0 5435.7  5440  300.0  5435.7  9285 300.0   5735.7     8500      300.0 5735.7  5440  300.0  5735.7  9285 300.0   6035 .7    8500      300.0 6035 .7 5440  300.0  6035 .7 9285 3280.8   9316.5     9285     3280.8 9316.5  9285 3280.8  9316.5  9285

Attachment 4 Dresden Nuclear Power Station Units 2& 3 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Dresden site description The basic information used to create the site geologic profile at the Dresden Generating Station is shown in Table 1. This profile was developed using information documented in Reference 1.
As indicated in Table 1, the SSE Control Point is defined at elevation 515 ft, and the profile was modeled up to this elevation. For dynamic properties of soft rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equally. The six base-case shear-wave velocity profiles used to model amplification at the site are shown in Figures lA (for Profiles 1,2, and 3) and IB (for Profiles 4, 5, and 6).
Profiles 1 through 6 are weighted 0.2, 0.15, 0.15, 0.2, 0.15, and 0.15, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Tables 2A (for Profiles I, 2, and 3) and 2B (for Profiles 4, 5, and 6).
References
: 1. SGH (2012). Review of Existing Site Response Parameter Data for the Exelon Nuclear Fleet-Revision I, Simpson Gumpertz & Heger Rept. No. 128018-R-Ol dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July 18,2012.
: 2. EPRI (1993). Guidelines for Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table I S               fG-       hnical Profile Data for Dresden G                       s Elevations of Layer             Range in Boundaries At Reactor          Thickness                                                                                     Compressional Buildings                  Across                                                          Density      Shear Wave    Wave Velocity Poisson's 1ft, MSLl                  Site (ft)         SoilIRock Description and Age                  (pet)      Velocity (fps)      J!ps)         Ratio 5178 to 515                      0-40            Glacial drift and topsoil                        N/A           N/A            N/A           N/A 515&deg; to 475                      0-50            Pennsylvanian Pottsville Formation,              130-138       2600           2700-5000     0.20-0.25 sandstone c
475 to 455                       5-70            Ordovician Divine limestone member,              155-173       8600           6600-15300    0.20 limestone 455 to 385                       65-70           Ordovician Maquoketa shale member,               134-171       3900-4700      3800-9800     0.22-0.28 dolomitic shale with layers of shale and argillaceous dolomite 385 to 155                       230             Ordovician Galena Formation, dolomite            167           4700           8500          0.28 155 to 40                        115             Ordovician Platteville Formation,                N/A           N/A            N/A           N/A dolomite and limestone 40 to 25                         5-30            Ordovician Glenwood Formation,                   N/A           N/A            N/A           N/A sandstone 25 to -140                       165             Ordovician St. Peter Formation,                  N/A           N/A            N/A           N/A sandstone
-140 to -220                     70-90           Ordovician Shakopee Formation,                   N/A           N/A            N/A           N/A dolomite
-220 to -270                     45-55           Ordovician New Richmond Formation,               N/A           N/A            N/A           N/A sandstone and dolomite                                                                                 I I
-270 to -480                     210             Ordovician Oneota Formation, dolomite            N/A           N/A            N/A           N/A
-480 to N/A                      N/A             Cambrian dolomite and sandstone                  N/A           N/A            N/A           N/A        I N/A                              N/A             Precambrian granite, quartz monzonite,           N/A           N/A            N/A           N/A I
rhyolite porphyry, felsite                                                                   ~ -
a Surface of finish grade is nominally at EI. 517 ft MSL in the vicinity of the main power block.
b The control point elevation for the SSE and IPEEE HCLPF is at the top of the bedrock, which is at EI. 515 ft MSL.
C Bottom of the deepest foundation is at EI. 473 ft MSL, at the surface of the Ordovician limestone.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs Profiles 1, 2, and 3 for Dresden site Vs 1ft/ sec) o 1000  2000   3000    4000      5000     6000    7000 8000   9000     10000 0              1    1 100                     I.      I.        1 I-      L..       '--
200 300 400
                                   ~
                                                  -                      1                    - Profile 1 g
      .s:
1:1.
Q (II 500 600                                                                              - Profile 2 700 800                                                                              - Profile 3 900 1000 1100                                                                      I Figure IA. Vs for Profiles 1,2, and 3 for Dresden site Vs Profiles 4, 5, and 6 for Dresden site Vs 1ft/sec) o 1000  2000   3000    4000      5000     6000    7000 8000   9000     10000 o
                                             ~
500                   r.:::I 1000                   \                \                     \
                                     \                 \                     \
1500 2000 g 2500
                                       \
                                        \ ,
                                                         \ ,                   ...
                                                                                   "-~
                                                                                              - Profile 4
       -S 2' 3000                                              1\                               - Profile 5 Q
                                           \                    \
3500 4000                            \                     \                           - Profile 6 4500                              \
5000
                                                \                    i\
5500 Figure lB. Vs for Profiles 4,5, and 6 for Dresden site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2A L ayer thole knesses, deplth s, andV s fior Pro til1 es 1, 2,and3~or D res den slte Profile 1                              Profile 2                             Profile 3 thickness(ft) depth (ft)  Vs(ft/s)   thickness(ft)   depth (ft)   Vs(ft/s)   thickness(ft) depth (ft)   Vs(ft/s) 0       2600                            0       2080                          0       3250 5.0          5.0       2600          5.0            5.0        2080          5.0          5.0        3250 5.0         10.0       2600          5.0           10.0        2080          5.0         10.0        3250 5.0         15.0       2600          5.0           15.0        2080          5.0         15.0        3250 5.0        20.0        2600          5.0          20.0         2080          5.0        20.0         3250 5.0        25.0        2600          5.0           25 .0       2080          5.0        25.0         3250 5.0        30.0        2600          5.0           30.0        2080          5.0        30.0         3250 5.0        35.0        2600          5.0           35.0        2080          5.0        35.0         3250 5.0        40.0        2600          5.0          40.0         2080          5.0        40.0         3250 10.0        50.0        8600         10.0           50.0        6880         10.0        50.0       10749 10.0        60.0        8600         10.0          60.0         6880         10.0        60.0       10749 10.0        70.0        4300         10.0           70.0        3440         10.0        70.0         5375 10.0        80.0        4300         10.0          80.0         3440         10.0        80.0         5375 10.0        90.0        4300         10.0           90.0        3440         10.0        90.0         5375 10.0       100.0        4300         10.0         100.0         3440         10.0       100.0         5375 10.0       II 0.0       4300         10.0         110.0         3440         10.0       1l0.0         5375 10.0       120.0        4300         10.0         120.0         3440         10.0       120.0         5375 10.0       130.0        4300         10.0         130.0         3440         10.0       130.0         5375 10.0       140.0        4700         10.0         140.0         3760         10.0       140.0         5875 10.0       150.0        4700         10.0         150.0         3760         10.0       150.0         5875 10.0       160.0        4700         10.0         160.0         3760         10.0       160.0         5875 10.0       170.0        4700         10.0         170.0         3760         10.0       170.0         5875 10.0       180.0        4700         10.0         180.0         3760         10.0       180.0         5875 10.0       190.0        4700         10.0         190.0         3760         10.0       190.0         5875 10.0       200.0        4700         10.0         200.0         3760         10.0       200.0        5875 10.0       210.0        4700         10.0         210.0         3760         10.0       210.0         5875 10.0       220.0        4700         10.0         220.0         3760         10.0       220.0         5875 10.0       230.0        4700         10.0         230.0         3760         10.0       230.0         5875 10.0       240.0        4700         10.0         240.0         3760         10.0       240.0        5875 10.0       250.0        4700         10.0         250.0         3760         10.0       250.0         5875 10.0       260.0        4700         10.0         260.0         3760         10.0       260.0         5875 10.0       270.0        4700         10.0         270.0         3760         10.0       270.0         5875 10.0       280.0        4700         10.0         280.0         3760         10.0       280.0         5875 10.0       290.0        4700         10.0         290.0         3760         10.0       290.0         5875 10.0       300.0        4700         10.0         300.0         3760         10.0       300.0         5875 10.0       310.0        4700         10.0         310.0         3760         10.0       310.0         5875 10.0       320.0        4700         10.0         320.0         3760         10.0       320.0         5875

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 10.0     330.0    4700       10.0  330.0 3760   10.0  330.0 5875 10.0     340.0    4700       10.0  340.0 3760   10.0  340.0 5875 10.0     350.0    4700       10.0  350.0 3760   10.0  350.0 5875 10.0     360.0    4700       10.0  360.0 3760   10.0  360.0 5875 10.0     370.0    5002       10.0  370.0 3186   10.0  370.0 7854 10.0     380.0    5007       10.0  380.0 3190   10.0  380.0 7861 10.0     390.0    5012       10.0  390.0 3193   10.0  390.0 7869 10.0     400.0    5017       10.0  400.0 3196   10.0  400.0 7877 10.0     410.0    5022       10.0  410.0 3199   10.0  410.0 7885 10.0     420.0    5027       10.0  420.0 3202   10.0  420.0 7893 10.0     430.0    5032       10.0  430.0 3206   10.0  430.0 7901 10.0     440.0    5037       10.0  440.0 3209   10.0  440.0 7908 10.0     450.0    5042       10.0  450.0 3212   10.0  450.0 7916 10.0     460.0    5047       10.0  460.0 3215   10.0  460.0 7924 10.0     470.0    5052       10.0  470.0 3218   10.0  470.0 7932 10.0     480.0    5057       10.0  480.0 3221   10.0  480.0 7940 10.0     490.0    5062       10.0  490.0 3225   10.0  490.0 7948 10.0     500.0    5067       10.0  500.0 3228   10.0  500.0 7956 100.0     600.0    5092      100.0  600.0 3244  100.0  600.0 7995 100.0     700.0    5142      100.0  700.0 3276  100.0  700.0 8073 100.0     800.0    5192      100.0  800.0 3307  100.0  800.0 8152 100.0     900.0    5242      100.0  900.0 3339  100.0  900.0 8230 100.0    1000.0    5292      100.0 1000.0 3371  100.0 1000.0 8309 3280.8   4280.8     9285     3280.8 4280.8 9285 3280.8 4280.8 9285

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 6 Table 2B L ayer thoIek nesses, deplth s,andV s ~or Pro til  I es 45, ,an d6~or D res den     Sl e Profile 4                              Profile 5                             Profile 6 thickness(ft) depth (ft)  Vs(ftls}   thickness(ft)   depth (ft)   Vs(ftls}   thickness(ft) depth (ft)   Vs(ftls}
0       2600                            0       2080                          0       3250 5.0          5.0       2600          5.0            5.0        2080          5.0          5.0        3250 5.0         10.0       2600          5.0           10.0        2080          5.0         10.0        3250 5.0         15.0       2600          5.0           15.0        2080          5.0         15.0        3250 5.0         20.0       2600          5.0           20.0        2080          5.0        20.0         3250 5.0         25.0       2600          5.0           25.0        2080          5.0        25.0         3250 5.0         30.0       2600          5.0           30.0        2080          5.0        30.0         3250 5.0         35.0       2600          5.0           35.0        2080          5.0        35.0         3250 5.0        40.0        2600          5.0          40.0         2080          5.0        40.0         3250 10.0        50.0        8600         10.0          50.0         6880         10.0        50.0       10749 10.0        60.0        8600         10.0          60.0         6880         lO.O        60.0       10749 10.0         70.0       4300         lO.O           70.0        3440         10.0         70.0        5375 10.0         80.0       4300         10.0          80.0         3440         10.0        80.0         5375 10.0         90.0       4300         10.0           90.0        3440         10.0        90.0         5375 10.0       100.0        4300         10.0         100.0         3440         10.0       100.0         5375 10.0       110.0        4300         lO.O         II 0.0        3440         10.0       110.0         5375 10.0       120.0        4300         10.0         120.0         3440         10.0       120.0         5375 10.0       130.0        4300         lO.O         130.0         3440         10.0       130.0         5375 10.0       140.0        4700         10.0         140.0         3760         10.0       140.0         5875 10.0       150.0        4700         10.0         150.0         3760         10.0       150.0         5875 10.0       160.0        4700         10.0         160.0         3760         10.0       160.0         5875 10.0       170.0        4700         lO.O         170.0         3760         10.0       170.0         5875 10.0       180.0        4700         10.0         180.0         3760         10.0       180.0         5875 10.0       190.0        4700         10.0         190.0         3760         10.0       190.0         5875 10.0       200.0        4700         10.0         200.0         3760         10.0       200.0         5875 10.0       210.0        4700         10.0         2lO.0         3760         10.0       210.0         5875 10.0       220.0        4700         10.0         220.0         3760         10.0       220.0         5875 10.0       230.0        4700         10.0         230.0         3760         10.0       230.0         5875 10.0       240_0        4700         10.0         240.0         3760         10.0       240.0         5875 10.0       250.0        4700         10.0         250.0         3760         10.0       250.0         5875 10.0       260.0        4700         10.0         260.0         3760         10.0       260.0         5875 10.0       270.0        4700         10.0         270.0         3760         10.0       270_0         5875 lO.O       280.0        4700         10.0         280.0         3760         10.0       280.0         5875 10.0       290.0        4700         10.0         290.0         3760         10.0       290.0         5875 10.0       300.0        4700         10.0         300.0         3760         10.0       300.0         5875 10.0       310.0        4700         10.0         310.0         3760         10.0       310-0         5875 10.0       320.0        4700         10.0         320.0         3760         10.0       320.0         5875

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 7 10.0     330.0    4700       10.0  330.0 3760  10.0  330.0 5875 10.0     340.0    4700       10.0  340.0 3760  10.0  340.0 5875 10.0     350.0    4700       10.0  350.0 3760  10.0  350.0 5875 10.0     360.0    4700       10.0  360.0 3760  10.0  360.0 5875 10.0     370.0    5002       10.0  370.0 3186  10.0  370.0 7854 10.0     380.0    5007       10.0  380.0 3190  10.0  380.0 7861 10.0     390.0    5012       10.0  390.0 3193  10.0  390.0 7869 10.0     400.0    5017       10.0  400.0 3196  10.0  400.0 7877 10.0     410.0    5022       10.0  410.0 3199  10.0  410.0 7885 10.0     420.0    5027       10.0  420.0 3202  10.0  420.0 7893 10.0     430.0    5032       10.0  430.0 3206  10.0  430.0 7901 10.0     440.0    5037       10.0  440.0 3209  10.0  440.0 7908 10.0     450.0    5042       10.0  450.0 3212  10.0  450.0 7916 10.0     460.0    5047       10.0  460.0 3215  10.0  460.0 7924 10.0     470.0    5052       10.0  470.0 3218  10.0  470.0 7932 10.0     480.0    5057       10.0  480.0 3221  10.0  480.0 7940 10.0     490.0    5062       10.0  490.0 3225  10.0  490.0 7948 10.0     500.0    5067       10.0  500.0 3228  10.0  500.0 7956 100.0     600.0    5092      100.0  600.0 3244 100.0  600.0 7995 100.0     700.0    5142      100.0  700.0 3276 100.0  700.0 8073 100.0     800.0    5192      100.0  800.0 3307 100.0  800.0 8152 100.0     900.0    5242      100.0  900.0 3339 100.0  900.0 8230 100.0   1000.0     5292      100.0 1000.0 3371 100.0 1000.0 8309 100.0   lloo.O     5342      100.0 1100.0 3403 100.0 1100.0 8387 100.0   1200.0     5392      100.0 1200.0 3435 100.0 1200.0 8466 100.0   1300.0     5442      100.0 1300.0 3467 100.0 1300.0 8544 100.0   1400.0     5492      100.0 1400.0 3499 100.0 1400.0 8623 100.0   1499.9     5542      100.0 1499.9 3530 100.0 1499.9 8701 100.0   1599.9     5592      100.0 1599.9 3562 100.0 1599.9 8780 100.0    1699.9    5642      100.0 1699.9 3594 100.0 1699.9 8858 100.0   1799.9     5692      100.0 1799.9 3626 100.0 1799.9 8937 100.0    1899.9    5742      100.0 1899.9 3658 100.0 1899.9 9015 100.0    1999.9    5792      100.0 1999.9 3690 100.0 1999.9 9094 100.0   2099.9     5842      100.0 2099.9 3721 100.0 2099.9 9172 100.0   2199.9     5892      100.0 2199.9 3753 100.0 2199.9 9251 100.0   2299.9     5942      100.0 2299.9 3785 100.0 2299.9 9285 100.0   2399.9     5992      100.0 2399.9 3817 100.0 2399.9 9285 100.0   2499.9     6042      100.0 2499.9 3849 100.0 2499.9 9285 100.0   2599.9     6092      100.0 2599.9 3881 100.0 2599.9 9285 100.0   2699.9     6142      100.0 2699.9 3913 100.0 2699.9 9285 100.0    2799.9    6192      100.0 2799.9 3944 100.0 2799.9 9285

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 8 100.0   2899.9     6242      100.0 2899.9 3976  100.0 2899.9 9285 100.0   2999.9     6292      100.0 2999.9 4008  100.0 2999.9 9285 100.0   3099.9     6342      100.0 3099.9 4040  100.0 3099.9 9285 100.0   3199.9     6392      100.0 3199.9 4072  100.0 3199.9 9285 100.0   3299.9     6442      100.0 3299.9 4104  100.0 3299.9 9285 100.0   3399.9     6492      100.0 3399.9 4136  100.0 3399.9 9285 100.0   3499.9     6542      100.0 3499.9 4167  100.0 3499.9 9285 100.0   3599.9     6592      100.0 3599.9 4199  100.0 3599.9 9285 100.0   3699.9     6642      100.0 3699.9 4231  100.0 3699.9 9285 100.0   3799.9     6692      100.0 3799.9 4263  100.0 3799.9 9285 100.0   3899.8     6742      100.0 3899.8 4295  100.0 3899.8 9285 100.0   3999.8     6792      100.0 3999.8 4327  100.0 3999.8 9285 100.0   4099.8     6842      100.0 4099.8 4358  100.0 4099.8 9285 100.0   4199.8     6892      100.0 4199.8 4390  100.0 4199.8 9285 100.0   4299.8     6942      100.0 4299.8 4422  100.0 4299.8 9285 100.0   4399.8     6992      100.0 4399.8 4454  100.0 4399.8 9285 100.0   4499.8     7042      100.0 4499.8 4486  100.0 4499.8 9285 100.0   4599.8     7092      100.0 4599.8 4518  100.0 4599.8 9285 100.0   4699.8     7142      100.0 4699.8 4550  100.0 4699.8 9285 100.0   4799.8     7192      100.0 4799.8 4581  100.0 4799.8 9285 100.0   4899.8     7242      100.0 4899.8 4613  100.0 4899.8 9285 100.0   4999.8     7292      100.0 4999.8 4645  100.0 4999.8 9285 3280.8   8280.6     9285     3280.8 8280.6 9285 3280.8 8280.6 9285

Attachment 5 LaSalle County Station Units 1 & 2 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 LaSalle site description The basic information used to create the site geologic profile at the LaSalle County Nuclear Generating Station is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Table 1, the SSE Control Point is defined at the surface (elevation 710 ft), and the profile was modeled up to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior.
These dynamic property models were weighted equally. For dynamic properties of fill and compacted sand layers, modulus and damping curves were also represented with two models.
The first model used soil curves taken from Reference 2, the second model used soil curves taken from References 3 and 4. These dynamic property models were weighted equally. To model the profile, rock modulus and damping curves from Reference 2 were paired with soil modulus and damping curves from Reference 2, and linear rock modulus and damping curves were paired with soil modulus and damping curves from References 3 and 4.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1, 2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. SGH (2012). Review of Existing Site Response Parameter Data for the Exelon Nuclear Fleet-Revision 1, Simpson Gumpertz & Heger Rept. No. 12S01S-R-Ol dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July IS, 2012.
: 2. EPRI (1993). Guidelines for Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.
: 3. Silva, W.J., N. A. Abrahamson, G.R. Toro, and C. Costantino (1996). Description and Validation of the Stochastic Ground Motion Model, Rept. submitted to Brookhaven Natl. Lab.,
Assoc. Universities Inc., Upton NY 11973, Contract No. 770573.
: 4. Walling, M.A., W.J., Silva and N.A. Abrahamson (200S). "Nonlinear Site Amplification Factors for Constraining the NGA Models," Earthquake Spectra, 24 (1) 243-255.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 Summary of Geotechnical Profile Data for LaSalle County Nuclear Generating Station Elevations of Layer           Range in Boundaries At Reactor         Thickness                                                                                                Compressional Buildings                 Across                                                             Density          Shear Wave          Wave Velocity Poisson's (ft~MSL)                 Site (ft)          Soil/Rock Description and Age                     (pet)         Velocity (fps)            (Ips)       Ratio a         0 710 to 600                      90-140           Pleistocene Wisconsinan Wedron                    129-139          400-1100              1100          0.38-0.46 Formation, stiff to hard silty clay with some sand and gravel 600 to 540                      45-60            Pleistocene Wisconsinan Wedron                    134-153           1640-1750           5000-5680      0.41-0.49 Formation, very dense, very hard to hard clayey silt with some sand and gravel 540 to 395                      145-175          Pennsylvanian Carbondale Formation,               135-1n           4800                 9400-10700     0.1-0.37 shale, limestone, sandstone, siltstone, and coal 395 to 370                      25               Pennsylvanian Spoon Formation, shale,             150              4800                 9800           0.34 limestone, sandstone, siltstone, and coal 370 to 300                      50-100           Ordovician Platteville Group, dolomite            150              4800                 9800           0.34 300 to 50                       235-250          Ordovician Ancell Group, sandstone                150              4800                 9800           0.34 50 to -3690                     3740             Ordovician and Cambrian dolomite and              155              11000                18300          0.22      I sandstone
-3690 and below                 N/A              Precambrian igneous and metamorphic               162              12000                19000          0.18
                                ~~
rocks ~-
                                                                  -           -                                                                                   I 8 Surface of finish grade is nominally at EI. 710ft MSL in the vicinity of the main power block. This is the control point elevation for the SSE.
b Bottom of the deepest foundation is at EI. 656 ft MSL, within the Wedron Formation.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for LaSalle Site Vs (ft/sec) o    1000   2000  3000   4000    5000 6000 7000   8000 9000 10000 o
500                                                 I I
1000 1500
                                                                                - Profile 1 g 2000                                                                   - Profile 2
       ~
       ~ 2500
                                                                                - Profile 3 3000 3500 4000 4500 Figure 1. Vs profiles for LaSalle site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIe kn esses, depths, an d VS fior 3 profil I es, LaSalle SIte Profile 1                             Profile 2                            Profile 3 thickness(ft)  depth (ft)  Vs{ftls)   thickness(ft)  depth (ft)  Vs{ftls)   thickness(ft) depth (ft)   Vs{ftls) 0        663                          0        424                          0       1041 5.5           5.5        663          5.5           5.5        424          5.5          5.5        1041 5.5          11.0        663          5.5          11.0        424          5.5         11.0        1041 5.5          16.5        663          5.5          16.5        424          5.5         16.5        1041 5.5          22.0        663          5.5          22.0        424          5.5        22.0         1041 5.5          27.6        663          5.5          27.6        424          5.5        27.6         1041 5.5          33.1        663          5.5          33.1        424          5.5        33.1         1041 5.5          38.6        663          5.5          38.6        424          5.5        38.6         1041 5.5          44.1        663          5.5          44.1        424          5.5        44.1         1041 5.5          49.6        663          5.5          49.6        424          5.5        49.6         1041 5.5          55.1        663          5.5          55.1        424          5.5        55.1         1041 5.5          60.6        663          5.5          60.6        424          5.5         60.6        1041 5.5          66.1        663          5.5          66.1        424          5.5        66.1         1041 5.5          71.7        663          5.5          71.7        424          5.5         71.7        1041 5.5          77.2        663          5.5          77.2        424          5.5         77.2        1041 5.5          82.7        663          5.5          82.7        424          5.5         82.7        1041 5.5          88.2        663          5.5          88.2        424          5.5         88.2        1041 5.5          93.7        663          5.5          93.7        424          5.5        93 .7        1041 5.5          99.2        663          5.5          99.2        424          5.5        99.2         1041 5.5        104.7         663          5.5        104.7         424          5.5       104.7         1041 5.5        110.2         663          5.5        110.2         424          5.5       110.2         1041 6.0        116.2        1694          6.0        116.2        1084          6.0       116.2         2660 6.0        122.2        1694          6.0        122.2        1084          6.0       122.2         2660 6.0        128.2        1694          6.0        128.2        1084          6.0       128.2         2660 6.0        134.3        1694          6.0        134.3        1084          6.0       134.3         2660 6.0        140.3        1694          6.0        140.3        1084          6.0       140.3         2660 6.0        146.3        1694          6.0        146.3        1084          6.0       146.3         2660 6.0        152.3        1694          6.0        152.3        1084          6.0       152.3         2660 6.0        158.3        1694          6.0        158.3        1084          6.0       158.3         2660 6.0        164.3        1694           6.0       164.3        1084          6.0       164.3         2660 6.0        170.3       1694           6.0       170.3        1084          6.0       170.3         2660 29.0         199.3       4800         29.0         199.3       3072         29.0       199.3         7536 29.0        228.3        4800         29.0        228.3        3072         29.0       228.3         7536 29.0        257.3        4800         29.0        257.3        3072         29.0       257.3         7536 29.0        286.3        4800         29.0        286.3        3072         29.0       286.3         7536 29.0        315.3        4800         29.0        315.3        3072         29.0       315.3         7536 184.7        500.0        4800        184.7        500.0        3072        184.7       500.0         7536

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 223.8    723.8     4800      223.8  723.8  3072  223.8  723.8 7536 204.2    928.0     4800      204.2  928.0  3072  204.2  928.0 9285 204.2   1132.2     4800      204.2 1132.2  3072  204.2 1132.2 9285 204.2   1336.4     4800      204.2 1336.4  3072  204.2 1336.4 9285 204.2   1540.7     4800      204.2 1540.7  3072  204.2 1540.7 9285 204.2   1744.9     4800      204.2 1744.9  3072  204.2 1744.9 9285 204.2   1949.1     4800      204.2 1949.1  3072  204.2 1949.1 9285 204.2   2153.4     4800      204.2 2153 .4 3072  204.2 2153.4 9285 204.2   2357.6     4800      204.2 2357.6  3072  204.2 2357.6 9285 204.2   2561.8     4800      204.2 2561.8  3072  204.2 2561.8 9285 204.2   2766.1     4800      204.2 2766.1  3072  204.2 2766.1 9285 204.2   2970.3     4800      204.2 2970.3  3072  204.2 2970.3 9285 204.2   3174.5     4800      204.2 3174.5  3072  204.2 3174.5 9285 204.2   3378.8     4800      204.2 3378.8  3072  204.2 3378.8 9285 204.2   3583.0     4800      204.2 3583.0  3072  204.2 3583.0 9285 204.2   3787.2     4800      204.2 3787.2  3072  204.2 3787.2 9285 204.2   3991.5     4800      204.2 3991.5  3072  204.2 3991.5 9285 204.2   4195.7     4800      204.2 4195.7  3072  204.2 4195.7 9285 204.2   4399.9     4800      204.2 4399.9  3072  204.2 4399.9 9285 3280.8   7680.8     9285     3280.8 7680.8  9285 3280.8 7680.8 9285

Attachment 6 Limerick Generating Station Units 1 & 2 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Limerick site description The basic information used to create the site geologic profile at the Limerick Nuclear Power Plant is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Reference I, the SSE Control Point is taken to be at the top of Triassic lithofacies, elevation 204', and the profile was modeled up to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4,0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. Simpson, Gumpertz and Heger (2012). Review of Existing Site Response Parameter Data for the Exelon Nuclear Fleet, Rept. 128018-R-Ol, Rev. 1, July 17,2012, Section 7 "Limerick."
: 2. EPRI (1993). Guidelinesfor Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-I02293, Vol. 1-5.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table I Summary of Geotechnical Profile Data for Limerick Nuclear Power Plant [I]
Elevations of Layer             Range in Boundaries At Reactor           Thickness                                                                       Shear Wave        Compressional Buildings                 Across                                                        Density           Velocity         Wave Velocity          Poisson's (ft. MSL)                Site (ft)           SoillRock Description and A~e               (pet)             j!pS)8               (fps)8              ratio 8
214 to 204                        0-10            Cretaceous stiff clayey silt, sandy silt,      126-141         UFSAR:             UFSAR:                  N/A and silty fine sand with some gravel-                         N/A                 N/A sized rock fragments ISFSI:              ISFSI:
875-1000            1800 u           c 204 to -7800                      8004            Triassic Brunswick lithofacies, hard          140-162         UFSAR:              UFSAR:                  0.30-033 siltstone, sandstone and shale                                5800-6100           7700-20000d ISFSI:              ISFSI:
1900-5000          3500-8000
-7800 and below                   N/A             Paleozoic and Precambrian basement            N/A             N/A                 N/A                     N/A rocks                    ---       --
8 Finish grade elevation is nominally 217 ft MSL around the main power block. The elevation shown in the table represents original grade before excavation and backfill. Type I Fill was used for site grading around the main power block. UFSAR Section 2.5.4.2.2.5 states that the dynamic properties of Type I Fill have not been measured. The density is assumed to be 140 pcf in the design evaluations.
b The SSE and IPEEE HCLPF control point elevations are at the top of bedrock, at EI. 204 ft MSL.
C Bottom of the deepest foundation is at EI. 174 ft MSL, within the unweathered Brunswick lithofacies.
d UFSAR Section 2.5.4.2.1 indicates that the variation in compressional wave velocities in the immediate vicinity of the power block is significantly less than that over the entire site. The unbiased one-standard-deviation range is estimated to be 10950-12810 fps in the power block area.
e The ISFSI geotechnical investigation and UFSAR provide significantly different ranges for the bedrock shear wave velocity and compressional wave velocity.
Consequently, the reported values from each reference are reported separately.

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Limerick Site Vs (ft/sec) o   1000   2000     3000       4000       5000   6000      7000      8000     9000 10000 o
500               \
                               \
                                           '-\                    ~
1000
                                 \              "-                     ....
1500 2000 2500
                                   \ ,            \.
_\
                                                                          \
                                      \.                                       -""-
3000
      ;&#xa3; 3500                          \                   ...                    \.
                                                                                                        - Profile 1 i   4000                           \                   \.                     \                   - Profil e 2 e- 4500 o 5000 5500
                                           \
                                             \,-.              "" 'L
                                                                                      !It.
                                                                                         \.
                                                                                           \.
                                                                                            "\
                                                                                                        - Profile 3 6000 6500 7000
                                                 \
                                                   \
                                                     \
                                                                    '" \.
                                                                          "\
                                                                             ~
                                                                                               ~
7500 8000 8500
                                                       \
Figure 1. Vs profiles for Limerick site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 Layer thoIC knesses, depth s, and Vs fior 3 protilI es, L'Imenc . k site Profile I                            Profile 2                            Profile 3 thickness(ft) depth (ft)  Vs(ftls)   thickness(ft) depth (ft)  Vs(ftls)   thickness(ft) depth (ft)  Vs(ftls) 0       3452                         0       2209                         0       5952 10.0         10.0       3452         10.0         10.0       2209         10.0         10.0       5952 10.0         20.0       3457         10.0        20.0        2213         10.0         20.0       5957 10.0         30.0       3462         10.0         30.0       2216         10.0         30.0       5962 10.0         40.0       3467         10.0        40.0        2219         10.0        40.0        5967 10.0         50.0       3472         10.0        50.0        2222         10.0         50.0       5972 10.0         60.0       3477         10.0        60.0        2225         10.0         60.0       5977 10.0         70.0       3482         10.0         70.0       2229         10.0         70.0       5982 10.0         80.0       3487         10.0        80.0        2232         10.0        80.0        5987 10.0         90.0       3492         10.0        90.0        2235         10.0        90.0        5992 10.0       100.0        3497         10.0       100.0        2238         10.0       100.0        5997 10.0       110.0        3502         10.0       110.0        2241         10.0       110.0        6002 10.0       120.0        3507         10.0       120.0        2245         10.0       120.0        6007 10.0       130.0        3512         10.0       130.0        2248         10.0       130.0        6012 10.0       140.0        3517         10.0       140.0        2251         10.0       140.0        6017 10.0       150.0        3522         10.0       150.0        2254         10.0       150.0        6022 10.0       160.0        3527         10.0       160.0        2257         10.0       160.0        6027 10.0       170.0        3532         10.0       170.0        2261         10.0       170.0        6032 10.0       180.0        3537         10.0       180.0        2264         10.0       180.0        6037 10.0        190.0       3542         10.0       190.0        2267         10.0       190.0        6042 10.0       200.0        3547         10.0       200.0        2270         10.0       200.0        6047 10.0       210.0        3552         10.0       210.0        2273         10.0       210.0        6052 10.0       220.0        3557         10.0       220.0        2277         10.0       220.0        6057 10.0       230.0        3562         10.0       230.0        2280         10.0       230.0        6062 10.0       240.0        3567         10.0       240.0        2283         10.0       240.0        6067 10.0       250.0        3572         10.0       250.0        2286         10.0       250.0        6072 10.0       260.0        3577         10.0       260.0        2289         10.0       260.0        6077 10.0       270.0        3582         10.0       270.0        2293         10.0       270.0        6082 10.0       280.0        3587         10.0       280.0        2296         10.0       280.0        6087 10.0       290.0        3592         10.0       290.0        2299         10.0       290.0        6092 10.0       300.0        3597         10.0       300.0        2302         10.0       300.0        6097 10.0       310.0        3602         10.0       310.0        2305         10.0       310.0        6102 10.0      320.0        3607         10.0       320.0        2309         10.0       320.0        6107 10.0      330.0        3612         10.0       330.0        2312         10.0       330.0        6112 10.0       340.0        3617         10.0       340.0        2315         10.0       340.0        6117 10.0      350.0        3622         10.0       350.0        2318         10.0       350.0        6122 10.0       360.0       3627          10.0      360.0        2321         10.0       360.0        6127

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 5 10.0     370.0    3632       10.0  370.0 2325  10.0  370.0  6132 10.0     380.0    3637       10.0  380.0 2328  10.0  380.0  6137 10.0     390.0    3642       10.0  390.0 2331  10.0  390.0  6142 10.0     400.0    3647       10.0  400.0 2334  10.0  400.0  6147 10.0     410.0    3652       10.0  410.0 2337  10.0  410.0  6152 10.0     420.0    3657       10.0  420.0 2341  10.0  420.0  6157 10.0     430.0    3662       10.0  430.0 2344  10.0  430.0  6162 10.0     440.0    3667       10.0  440.0 2347  10.0  440.0  6167 10.0     450.0    3672       10.0  450.0 2350  10.0  450.0  6172 10.0     460.0    3677       10.0  460.0 2353  10.0  460.0  6177 10.0     470.0    3682       10.0  470.0 2357  10.0  470.0  6182 10.0     480.0    3687       10.0  480.0 2360  10.0  480.0  6187 10.0     490.0    3692       10.0  490.0 2363  10.0  490.0  6192 10.0     500.0    3695       10.0  500.0 2365  10.0  500.0  6197 164.0     664.0    3741      164.0  664.0 2394 164.0  664.0  6241 164.0     828.1    3823      164.0  828.1 2447 164.0  828.1  6323 164.0     992.1    3905      164.0  992.1 2499 164.0  992.1  6405 164.0    1156.1    3987      164.0 1156.1 2552 164.0 1156.1  6487 164.0    1320.2    4069      164.0 1320.2 2604 164.0 1320.2  6569 164.0    1484.2    4151      164.0 1484.2 2657 164.0 1484.2  6651 164.0    1648.3    4233      164.0 1648.3 2709 164.0 1648.3  6733 164.0    1812.3    4315      164.0 1812.3 2762 164.0 1812.3  6815 164.0    1976.4    4397      164.0 1976.4 2814 164.0 1976.4  6897 164.0   2140.4     4479      164.0 2140.4 2867 164.0 2140.4  6979 164.0   2304.4     4561      164.0 2304.4 2919 164.0 2304.4  7061 164.0   2468.5     4643      164.0 2468.5 2972 164.0 2468.5  7143 164.0   2632.5     4725      164.0 2632.5 3024 164.0 2632.5  7225 164.0   2796.6     4807      164.0 2796.6 3077 164.0 2796.6  7307 164.0   2960.6     4889      J64.0 2960.6 3129 164.0 2960.6  7389 164.0   3124.6     4971      164.0 3124.6 3182 164.0 3124.6  7471 164.0   3288.7     5053      164.0 3288.7 3234 164.0 3288.7  7553 164.0   3452.7     5135      164.0 3452.7 3287 164.0 3452.7  7635 164.0   3616.8     5217      164.0 3616.8 3339 164.0 3616.8  7717 164.0   3780.8     5299      164.0 3780.8 3391 164.0 3780.8  7799 164.0    3944.9    5381      164.0 3944.9 3444 164.0 3944.9  7881 164.0   4108.9     5463      164.0 4108.9 3496 164.0 4108.9  7963 164.0   4272.9     5545      164.0 4272.9 3549 164.0 4272.9  8045 164.0   4437 .0    5627      164.0 4437.0 3601 164.0 4437 .0 8127 164.0   4601.0     5709      164.0 4601.0 3654 164.0 4601.0  8209 164.0    4765.1    5791      164.0 4765.1 3706 164.0 4765.1  8291 164.0    4929.1    5873      164.0 4929.1 3759 164.0 4929.1  8373

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 6 164.0    5093.1    5955      164.0  5093.1  3811  164.0  5093.1  8455 164.0    5257.2    6037      164.0  5257.2  3864  \64.0  5257.2  8537 164.0    5421.2    6119      164.0  5421.2  3916  164.0  5421.2  8619 164.0    5585.3    6201      164.0  5585.3  3969  164.0  5585.3  8701 164.0    5749.3    6283      164.0  5749.3  4021  164.0  5749.3  8783 164.0    5913.4    6365      164.0  5913.4  4074  164.0  5913.4  8865 164.0    6077.4    6448      164.0  6077.4  4126  164.0  6077.4  8947 164.0    6241.4    6530      164.0  6241.4  4179  164.0  6241.4  9029 164.0    6405.5    6612      164.0  6405 .5 4231  164.0  6405 .5 9111 164.0    6569.5    6694      164.0  6569.5  4284  164.0  6569.5  9193 164.0    6733.6    6776      164.0  6733.6  4336  164.0  6733.6  9275 164.0    6897.6    6858      \64.0  6897.6  4389  164.0  6897.6  9285 164.0    7061.6    6940      164.0  7061.6  4441  164.0  7061.6  9285 164.0    7225.7    7022      164.0  7225.7  4494  164.0  7225.7  9285 164.0    7389.7    7104      164.0  7389.7  4546  164.0  7389.7  9285 164.0    7553.8    7186      164.0  7553.8  4599  164.0  7553.8  9285 164.0    7717.8    7268      164.0  7717.8  4651  164.0  7717.8  9285 164.0    7881.9    7350      164.0  7881.9  4704  164.0  7881.9  9285 117.7    7999.6    7409      117.7  7999.6  4742  117.7  7999.6  9285 3280.8   11280.4    9285     3280.8 11280.4  9285 3280.8 11280.4  9285

Attachment 7 Oyster Creek Nuclear Generating Station Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Oyster Creek site description The basic information used to create the site geologic profile at the Oyster Creek Nuclear Power Plant is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Reference 1, the SSE Control Point is not well-defined. As a result, the profile was modeled up to an elevation where the best-estimate shear-wave velocity exceeds 1000 fps, which occurs in the Cohansey Formation (see Table 1). For dynamic properties of sand and sediment layers, modulus and damping curves were represented with two models. The first model used soil curves taken from Reference 2, the second model used soil curves taken from References 3 and 4. These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. Simpson, Gumpertz and Heger (2012). Review 0/ Existing Site Response Parameter Data/or the Exelon Nuclear Fleet, Rept. 128018-R-Ol, Rev. 1, July 17,2012, Section 8 "Oyster Creek."
: 2. EPRI (1993). Guidelines/or Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.
: 3. Silva, W.J., N. A. Abrahamson, G.R. Toro, and C. Costantino (1996). Description and Validation of the Stochastic Ground Motion Model, Rept. submitted to Brookhaven Natl. Lab.,
Assoc. Universities Inc., Upton NY 11973, Contract No. 770573.
: 4. Walling, M.A., W.J., Silva and N.A. Abrahamson (2008). "Nonlinear Site Amplification Factors for Constraining the NGA Models," Earthquake Spectra, 24 (1) 243-255.

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 S- ---------~    --f Geotechnical
                     - - - -- ------    Profile Data for OYster Creek Nuclear PI          - Plant Elevations of Layer                 Range in Boundaries At                 Thickness                                                                                        Compressional Reactor Buildings                   Across                                                      Density        Shear Wave         Wave Velocity       Poisson's (ft MSL)                    Site (ft)          Soil/Rock Description and Age               (pcf)       Velocity (fps)            (fps)             ratio 238 to 20                            17-18         Late Pleistocene Cape May                        120          270-360              Saturated:          0.39 20 to 13                                           Formation, medium density fine                                520-690              5000-5200c 13 to 5                                           Sand                                                          570-760 Not saturated:
1400c 5 to-3                               16-17         Late Pleistocene to Late Miocene                 115          640-845              5200-5900           0.49
-3 to -11                                          Upper Clay, alternating clay, silt, and                       700-930 fine sand
-11 to -20                           65-66         Late Miocene Cohansey Formation,                 125          810-1070             5200-5900           0.49
-20 to -29D                                        dense fine to coarse sand                                     860-1130
-29 to -32                                                                                                        1020-1350
-32 to -39                                                                                                        1100-1460
-39 to -45                                                                                                        1000-1320
-45 to -55                                                                                                       980-1300
-55 to -57                                                                                                        1100-1450
-57 to -63                                                                                                        1230-1630
-63 to -71                                                                                                        1260-1670
-71 to-77                                                                                                        1220-1610
-77 to -85                           8             Lower Clay, alternating clay, silt, and          125          1030-1360            5200-5900           N/A fine sand
-85 to -330                          245           Kirkwood Formation, dense fine to                125          1350-1780            5200-5900           N/A medium sand
-330 to    N/A                       3700         Quaternary, Tertiary and Cretaceous               N/A          N/A                  N/A                 N/A sediments N/A                                  N/A           Precambrian, early Paleozoic and                 N/A          N/A                  N/A                 N/A Triassic rocks Finish grade elevation is nominally 23 ft MSL.
b Bottom    of the deepest foundation is at EI. -29 ft MSL, within Cohansey Formation.
c Section 5 of Geomatrix [9] reports different compressional wave velocities for saturated and not-saturated soils. At the time of a 1989 geotechnical investigation by Weston Geophysical Corporation, the soils below a depth of 15 ft were found to be saturated, and those above were not saturated [9]. The ISFSI geotechnical investigation [11] found groundwater at depths between 10 and 13 ft.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12,2013 Page 3 Vs profiles for Oyster Creek Site Vs (ft/sec) o  1000   2000  3000  4000    5000 6000 7000 8000 9000  10000 o
                   -~ ~
500 1000        \, \ \,
       .c
       ~
a.
1500 g 2000
       .. 2500 Profile 1 Profile 2 Profile 3 3000 3500 4000 4500                                                       I Figure l. Vs profiles for Oyster Creek site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIe kn esses, deplth S, an d V S ~or 3 protil I es, 0,yster Creek'    SIte Profile I                               Profile 2                                 Profile 3 thickness(ft)  depth (ft)   Vs(ftls)    thickness(ft)  depth (ft)   Vs(ftls)     thie kness( ft) depth (f!l  Vs(ftls) 0       1185                            0        758                             0       1861 3.0           3.0        1185           3.0           3.0         758             3.0           3.0       1861 3.5           6.5        1280           3.5           6.5         819             3.5           6.5       2009 3.5          10.0        1280           3.5          10.0         819             3.5          10.0       2009 6.0          16.0        1160           6.0          16.0         742             6.0          16.0       1821 4.0          20.0        1140           4.0          20.0         730             4.0          20.0       1790 6.0          26.0        1140           6.0          26.0         730             6.0          26.0       1790 2.0          28.0        1275           2.0          28.0         816             2.0          28.0       2002 6.0          34.0        1430           6.0          34.0         915             6.0          34.0       2245 4.0          38.0        1465           4.0          38.0         938             4.0          38.0       2300 4.0          42.0        1465           4.0          42.0         938             4.0          42.0       2300 6.0          48.0        1415           6.0          48.0         906             6.0          48.0       2222 2.0          50.0        1195           2.0          50.0         765             2.0          50.0       1876 6.0          56.0        1195           6.0          56.0         765             6.0          56.0       1876 6.4          62.4        1565           6.4          62.4        1002             6.4          62.4       2457 6.4          68.8        1565           6.4          68.8        1002             6.4          68.8       2457 6.4          75.2        1565           6.4          75.2        1002             6.4          75.2       2457 6.4          81.6        1565           6.4          81.6        1002             6.4          81.6       2457 6.4          88.0        1565           6.4          88.0        1002             6.4          88.0       2457 6.4          94.4        1565           6.4          94.4        1002             6.4          94.4       2457 6.4         100.8        1565           6.4         100.8        1002             6.4        100.8        2457 6.4        107.2         1565           6.4         107.2        1002             6.4        107.2        2457 6.4         113.6        1565           6.4         113.6        1002             6.4        113.6        2457 6.4        120.0        1565           6.4         120.0        1002             6.4        120.0        2457 6.5       126.5         1565           6.5         126.5        1002             6.5        126.5        2457 6.5        133.0        1565            6.5        133.0        1002             6.5        133.0        2457 6.5        139.5        1565            6.5        139.5        1002             6.5        139.5        2457 6.5        146.0        1565            6.5        146.0        1002             6.5        146.0        2457 6.5        152.5        1565            6.5        152.5        1002             6.5        152.5        2457 6.5        159.0        1565            6.5        159.0        1002             6.5         159.0       2457 6.5        165.5        1565            6.5        165.5        1002             6.5        165.5        2457 6.5        172.0        1565            6.5        172.0        1002             6.5         172.0       2457 6.5        178.5        1565            6.5        178.5        1002             6.5         178.5       2457 6.5        185.0        1565            6.5        185.0        1002              6.5        185.0       2457 6.5        191.5         1565           6.5        191.5        1002              6.5        191.5       2457 6.5        198.0         1565           6.5        198.0        1002              6.5        198.0       2457 6.5        204.5        1565            6.5        204.5        1002              6.5       204.5        2457

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12,2013 PageS 6.5    211.0     1565         6.5  211.0  1002    6.5   211.0  2457 6.5    217.5     1565         6.5  217.5  1002    6.5   217.5  2457 6.5    224.0     1565         6.5  224.0  1002    6.5   224.0  2457 6.5    230.5     1565         6.5  230.5  1002    6.5   230.5  2457 6.5    237.0     1565         6.5  237.0  1002    6.5   237.0  2457 6.5    243.5     1565         6.5  243.5  1002    6.5   243.5  2457 6.5    250.0     1565         6.5  250.0  1002    6.5   250.0  2457 6.4    256.4     1565         6.4  256.4  1002    6.4   256.4  2457 6.4    262.7     1565         6.4  262.7  1002    6.4   262.7  2457 6.4    269.1     1565         6.4  269.1  1002    6.4   269.1  2457 6.4    275.5     1565         6.4  275.5  1002    6.4   275.5  2457 6.4    281.9     1565         6.4  281.9  1002    6.4   281.9  2457 6.4    288.2     1565         6.4  288.2  1002    6.4   288.2  2457 6.4    294.6     1565         6.4  294.6  1002    6.4   294.6  2457 6.4    301.0     1565         6.4  301.0  1002    6.4   301.0  2457 15.9    316.9     1773        15.9  316.9  1135   15.9   316.9  2784 114.8    431.7     1773       114.8  431.7  1135  114.8   431.7  2784 68.2    500.0     1901        68.2  500.0  1217   68 .2  500.0  2985 161.4    661.4     2014       161.4  661.4  1289  161.4   661.4  3162 114.8    776.2     2120       114.8  776.2  1357  114.8   776.2  3329 114.8    891.0     2209       114.8  891.0  1414  114.8   891 .0 3469 114.8   1005.8     2271       114.8 1005.8  1453  114.8  1005.8  3565 114.8   1120.7     2339       114.8 1120.7  1497  114.8  1120.7  3673 114.8   1235.5     2387       114.8 1235.5  1528  114.8  1235.5  3748 114.8   1350.3     2449       114.8 1350.3  1567  114.8  1350.3  3845 114.8   1465.2     2483       114.8 1465.2  1589  114.8  1465.2  3899 114.8   1580.0     2500       114.8 1580.0  1600  114.8  1580.0  3926 114.8   1694.8     2514       114.8 1694.8  1609  114.8  1694.8  3947 114.8   1809.6     2521       114.8 1809.6  1613  114.8  1809.6  3958 114.8   1924.5     2528       114.8 1924.5  1618  114.8  1924.5  3969 114.8   2039.3     2535       114.8 2039.3  1622  114.8  2039.3  3979 114.8   2154.1     2541       114.8 2154.1  1627  114.8  2154.1  3990 114.8   2269.0     2552       114.8 2269.0  1633  114.8  2269.0  4006 114.8   2383.8     2569       114.8 2383 .8 1644  114.8  2383.8  4033 114.8   2498.6     2586       114.8 2498.6  1655  114.8  2498.6  4060 114.8   2613.5     2603       114.8 2613.5  1666  114.8  2613.5  4087 114.8   2728.3     2620       114.8 2728.3  1677  114.8  2728.3  4114 85.1   2813.4     2634        85.1 2813.4  1686   85.1  2813.4  4135 1186.4   3999.8     2634      1186.4 3999.8  1686 1186.4  3999.8  4135 3280.8   7280.6     9285     3280.8  7280.6  9285 3280.8  7280.6  9285

Attachment 8 Peach Bottom Atomic Power Station Units 2 & 3 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Peach Bottom site description The basic information used to create the site geologic profile at the Peach Bottom Nuclear Power Plant is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Reference 1, the SSE Control Point is taken to be the top of moderately weathered schist, and the profile was modeled up to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior.
These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. Simpson, Gumpertz and Heger (2012). Review of Existing Site Response Parameter Data for the Exeloll Nuclear Fleet, Rept. 128018-R-Ol, Rev. 1, July 17,2012, Section 9 "Peach Bottom."
: 2. EPRI (1993). Guidelines for Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 Summary of Geotechnical Profile Data for Peach Bottom Nuclear Power Plant Elevations of Layer          Range in Boundaries At          Thickness                                                                        Shear Wave         Compressional Reactor Buildings             Across                                                            Density        Velocity         Wave Velocity         Poisson's (ft, MSL)             Site (ft)           Soil/Rock Description and Age                    (pcf)         (fps)d               (fps)              ratio N/A                             0-40             Residual soil overburden derived from               110-150     N/A                 2000                  0.33 weathering underlying Peters Creek Schist, compact sandy silt and silty sand with gravel N/A                              10-50           Early Paleozoic or Precambrian Peters               135-145     N/A                 <7000                 0.30 Creek Schist, highly weathered metamorphosed sedimentary rock D
136 to 116                      0-40             Early Paleozoic or Precambrian Peters               150-175     N/A                 7000                  0.30 Creek Schist, moderately weathered metamorphosed sedimentary rock 116 and below C                  N/A             Early Paleozoic or Precambrian Peters               160-170     N/A                 >16000                0.28 Creek Schist, unweathered metamorphosed sedimentary rock 8   Residual soil overburden and highly weathered bedrock was excavated from the areas surrounding the main power block.
b   Finish grade elevation is nominally 136 ft MSL on the west side of the main power block, and 117 ft MSL on the east. The control point elevation for the SSE and IPEEE HCLPF is at EI. 136 ft MSL.
C Bottom of the deepest foundation is at EI. 88 ft MSL, within the unweathered Perers Creek Schist.
d The documentation reviewed during this study does not contain shear wave velocity data.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Peach Bottom Site Vs (ft/sec) o  1000  2000  3000 4000    5000 6000 7000 8000 9000 10000 o +---1---~,--+--,;----r--'+---1---~---+--~
S +---1---~~-+--~----r-~+---1----r---+--~
                                                                            - Profile 1
_10     +---;---~~-+---~----r-~+---1----r---+--~
:!:.                                                               - Profile 2 tIII
                                                                            - Profile 3 Q    lS +---1---~~-+--~----r-~+---1----r---+--~
Figure 1. Vs profiles for Peach Bottom site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIC kn esses, depth s, an d V S ~or 3 profil I es, Peach Bottom sIte Profile I                            Profile 2                            Profile 3 thickness(ft)  depth (ft)  Vs(ftls)  thickness(ft)  depth (ft)  Vs(ftls)  thickness(ft) depth (ft)  Vs(ftls) 0      3741                          0      2383                         0      5874 5.0          5.0       3741          5.0          5.0       2383          5.0          5.0      5874 5.0         10.0       3741          5.0         10.0       2383           5.0        10.0      5874 5.0         15.0       3741          5.0         15.0       2383          5.0         15.0      5874 5.0         20.0       3741          5.0         20.0       2383           5.0        20.0      5874 3280.8      3300.8        9285       3280.8      3300.8        9285       3280.8     3300.8        9285

Attachment 9 Quad Cities Nuclear Power Station Units 1 & 2 Descriptions of Subsurface Materials and Properties and Base Case Velocity Profiles

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 1 Quad Cities site description The basic information used to create the site geologic profile at the Quad Cities Generating Station is shown in Table 1. This profile was developed using information documented in Reference 1. As indicated in Table 1, the SSE Control Point is defined at elevation 550 ft), and the profile was modeled l:lP to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equally.
The three base-case shear-wave velocity profiles used to model amplification at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. SGH (2012). Review of Existing Site Response Parameter Data for the Exelon Nuclear Fleet-Revision 1, Simpson Gumpertz & Heger Rept. No. 128018-R-01 dated July 17,2012, transmitted by letter from J. Clark to J. Hamel on July 18,2012.
: 2. EPRI (1993). Guidelinesfor Determining Design Basis Ground Motions, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 Summary of Geotechnical Profile Data for Quad Cities Generating Station Elevat ions of Layer          Range in Bound aries At Reacto r         Thickn ess Buildin gs                                                                                                                      Compr ession al Across                                                              Densit y (ft, MSL)                                                                                                    Shear Wave         Wave Veloci ty       Poisso n's Site (ft)            SoillR ock Descrip_tion and Age                    (pcf) 5958 to 550 Veloci ty (fps)          _(fpsi             Ratio 45-55             Pleistocene glacial till, outwash and               N/A             N/A                 N/A                  N/A lacustrine deposits, unconsolidated fine sand to coarse gravels containing some cobbles and boulders 550" to 530"                    10-20            Silurian Niagaran Formation, dolomite               150-170          2000-7500          8100-14000            0.12-0.37 exhibiting extensive voids and cavities                                                                                     I due to solution d                                                                                                          I 530 to 510                      15-30            Silurian Niagaran Formation, dolomite               150-170          5000-9000          9300-14000            0.12-0.37    I exhibiting relatively infrequent voids and cavities due to solution d                                                                                                I 510 to 470                      5-40             Silurian Niagaran Formation, dolomite                                                                                     I 150-170          2000-6200          8800-10700           0.12-0.37 I exhibit inj voids and cavities due to solution                                                                                                                   I 470 to 300                       170-250         Silurian Niagaran and Alexandrian                    150-170         5000-9000           9300-14000           0.12-0.37 Formations, dolomite and dolomitic limestone with varying degrees of porosity 300 to -2700                    3000             Ordovician and Cambrian sedimentary                  N/A             N/A                 N/A                  N/A rocks, dolomite, shale, sandstone, and siltstone
 -2700 and below                 N/A              Precambrian crystalline basement,                   N/A              N/A                N/A                   N/A granite and granodiorite 8  Finish grade elevation is nominally 595 ft MSL.
b The IPEEE HCLPF and SSE control point elevatio ns are at the top of bedrock, which is at EI. 550 ft MSL.
C Bottom of the deepes t foundation is at EI. 539 ft MSL, within the upper Niagaran Formation, which
~ortion of this upper zone was largely removed during                                                      exhibits extensive voids and cavities. This cavity-bearing excavation and backfilled with concrete prior to placing the structur See Section 10.2.1 for a brief description of a grouting program                                                               e foundations.
that was implemented to improve the structural properties of the provided in UFSAR Appendix 2A [8J.                                                                                                       upper bedrock. More detail is

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Quad Cities Site Vs 1ft/sec) o 1000  2000 3000   4000     5000     6000 7000  8000 9000 10000 o
500 I
                                                             ~
1000 g      1500                                              1\                  -
Profile 1 Profile 2
       ...a.
       .z::
                                                                 \                 - Profile 3
       ~ 2000 2500                                                 \
3000
                                                   \
3500 Figure 1. Vs profiles for Quad Cities site

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer thoIe kn esses, deplth s,an d V s &#xa3;or 3 profil I es, QuadC"ltles sIte Profile 1                              Profile 2                             Profile 3 thickness(ft)  depth (ft)   Vs(ftls)   thickness(ft)  depth (ft)   Vs(ftls)   thickness(ft) depth (ft)   Vs(ftls) 0       3873                           0       2479                          0       6080 6.7           6.7        3873          6.7           6.7        2479          6.7          6.7        6080 6.7          13.3        3873          6.7          13.3        2479          6.7         13.3        6080 6.7         20.0         3873          6.7         20.0         2479          6.7        20.0         6080 5.0          25.0        6708          5.0          25 .0       4293          5.0         25 .0       9285 8.3          33.3        6708          8.3          33.3        4293          8.3        33.3         9285 6.7         40.0         6708          6.7         40.0         4293          6.7        40.0         9285 6.7         46.6         3521          6.7         46.6         2254          6.7        46.6         5528 3.4          50.0        3521          3.4          50.0        2254          3.4        50.0         5528 9.9          59.9        3521          9.9          59.9        2254          9.9        59.9         5528 6.7          66.6        3521          6.7          66.6        2254          6.7        66.6         5528 6.7          73.3        3521          6.7          73 .3       2254          6.7         73.3        5528 6.7          79.9        3521          6.7          79.9        2254          6.7         79.9        5528 40.1        120.0         6708         40.1        120.0         4293         40.1       120.0         9285 44.9        164.9         6708         44.9        164.9         4293         44.9       164.9         9285 85.0        249.9         6708         85.0        249.9         4293         85.0       249.9         9285 100.0        349.9         6733        100.0        349.9         4309        100.0       349.9         9285 100.0        449.9         6783        100.0        449.9         4341        100.0       449.9         9285 50.1        500.0         6833         50.1        500.0         4373         50.1       500.0         9285 150. 1       650.0         6883        150.1        650.0         4405        150.1       650.0         9285 100.0        750.0         6933        100.0        750.0         4437        100.0       750.0         9285 100.0        850.0         6983        100.0        850.0         4469        100.0       850.0         9285 100.0        950.0         7033        100.0        950.0         4501        100.0       950.0         9285 100.0       1050.0         7083        100.0       1050.0         4533        100.0      1050.0         9285 100.0       1150.0         7133        100.0       1150.0         4565        100.0      1150.0         9285 100.0       1250.0         7183        100.0       1250.0         4597        100.0      1250.0         9285 100.0       1350.0         7233        100.0       1350.0         4629        100.0      1350.0         9285 100.0       1450.0         7283        100.0       1450.0         4661        100.0      1450.0         9285 100.0       1550.0         7333        100.0       1550.0         4693        100.0      1550.0         9285 100.0       1650.0         7383        100.0       1650.0         4725        100.0      1650.0         9285 100.0       1750.0         7433        100.0       1750.0         4757        100.0      1750.0         9285 100.0       1850.0         7483        100.0       1850.0         4789        100.0      1850.0         9285 100.0       1950.0         7533        100.0       1950.0         4821        100.0      1950.0         9285 100.0       2050.0         7583        100.0       2050.0         4853        100.0     2050.0          9285 100.0       2150.0         7633        100.0       2150.0         4885        100.0     2150.0          9285 100.0       2250.0         7683        100.0       2250.0         4917        100.0     2250.0          9285 100.0       2350.0         7733        100.0       2350.0         4949        100.0     2350.0          9285

U.S. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 PageS 100.0   2450.0      7783     100.0  2450.0 4981   100.0  2450.0  9285 100.0   2550.0     7833      100.0 2550.0  5013   100.0 2550.0  9285 100.0   2650.0     7883      100.0 2650.0  5045   100.0 2650.0  9285 100.0   2750.0     7933      100.0 2750.0  5077   100.0 2750.0  9285 100.0   2850.0     7983      100.0 2850.0  5109  100.0  2850.0  9285 100.0    2950.0     8033      100.0 2950.0  514l  100.0  2950.0  9285 100.0    3050.0     8083      100.0 3050.0  5173  100.0  3050.0  9285 100.0    3150.0     8133      100.0 3150.0  5205  100.0  3150.0  9285 100.0    3250.0     8183     100.0  3250.0  5237  100.0  3250.0  9285 3280.8    6530.9     9285    3280.8  6530.9  9285 3280.8  6530.9  9285

At tac hm en t 10 Three Mile Island Nuclear Station Unit 1 De sc rip tio ns of Su bs urf ac e Materials and Pr op ert ies and Base Case Ve loc ity Pr ofi les

u.s. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites Septe mber 12, 2013 Page 1 Three Mile Island site description The basic information used to create the site geologic profile at the Three Mile Island Nuclear Power Plant is shown in Table 1. This profile was developed using inform ation documented in Reference 1. As indicated in Reference 1, the SSE Control Point was judged to be at the surface of bedrock, elevation 280 ft. As a result, the profile was modeled up to that elevation. For dynamic properties of rock layers, modulus and damping curves were represented with two models. The first model used rock curves taken from Reference 2, the second model assumed linear behavior. These dynamic property models were weighted equall y.
The three base-case shear-wave velocity profiles used to model amplif ication at the site are shown in Figure 1. Profiles 1,2, and 3 are weighted 0.4, 0.3, and 0.3, respectively. Thicknesses, depths, and shear-wave velocities (Vs) corresponding to each profile are shown in Table 2.
References
: 1. Simpson, Gumpertz and Heger (2012). Review of Existing Site Respo nse Parameter Data for the Exelon Nuclear Fleet, Rept. 128018-R-Ol, Rev. 1, July 17,20 12, Section 11 "Three Mile Island."
: 2. EPRI (1993). Guide linesfo r Determining Design Basis Ground Motion s, Electric Power Research Institute, Palo Alto, CA, Rept. TR-102293, Vol. 1-5.

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 2 Table 1 Summary of Geotechnical Profile Data for Three Mile Island Nuclear Power Plant Elevations of Layer           Range in Boundaries At Reactor          Thickness                                                                     Shear Wave       Compressional Building                 Across                                                         Density        Velocity        Wave Velocity        Poisson's (ft, MSL)               Site(ft)             Soil/Rock Description and Age                (pcf)           (fps)             (fps)              ratio 304a to 298                     6                Loose to medium dense fine silty sand          125-147       N/A               1000-2300             N/A and gravel to very stiff clayey silt 298 to 280                       18              Medium dense to very dense coarse              125-147       N/A               2300-3800             N/A sand and gravel with some boulders and cobbles c
0 280 to -15700                    15980-          Triassic Gettysburg Formation,                 N/A           N/A               8000-12000u           N/A       I 16000           sandstone, medium-hard to hard shaley i
siltstone, and shaley claystone
,-15700and.below                   N/A             Basement rock N/A  - -- - -
N/A -     -    .-
N/A                   N/A       I a Finish grade elevation is nominally 304   ft MSL.
b  The SSE control point elevation is at the top of bedrock at EL. 280 ft MSL.
C Bottom of the deepest foundation is at EI. 268 ft MSL, near the surface of the Gettysburg Formation.
rJ Gettysburg Formation wave velocities were measured near the surface of the bedrock. The wave velocities are expected to increase with depth, but the degree and rate at which they do so is uncertain.

U.S. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 3 Vs profiles for Three Mile Island Site Vs (ft/sec) o  1000   2000  3000     4000     5000 6000      7000    8000   9000 10000 o
500 1000
                                   \
                                     \
                                       \
                                                     \
                                                       \
                                                         \ ,
                                                                           \.
                                                                             '-,I" 1500 2000 2500
                                        \,                  ~                              - Profile 1 g 3000
       -s Q.
3500 4000 4500
                                           ~
                                            \
                                              \
                                               \
                                                             \
                                                               \ , r\
Profile 2 Profile 3 5000 5500 6000 6500
                                                 \
                                                   \
                                                     \
                                                                     \
                                                                       \ , \
7000 Figure 1. Vs profiles for Three Mile Island site

U.S. Nuclear Regulatory Commission NTIF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 4 Table 2 L ayer tholeknesses, depth s, an d V s ~or 3 pro fil1 es, Three M'I 1 e IsanI d slte Profile I                             Profile 2                               Profile 3 thickness(ft) depth (ft)  Vs(ftls)   thickness(ft)  depth (ft)  Vs(ftls)     thickness(ft)  depth (ft)  Vs(ftls) 0       5002                          0       3186                            0       7854 10.0        10.0       5002          10.0         10.0       3186             10.0        10.0       7854 10.0       20.0        5007          10.0        20.0        3190             10.0       20.0        7861 10.0       30.0        5012          10.0        30.0        3193             10.0       30.0        7869 10.0       40.0       5017           10.0        40.0        3196             10.0       40.0        7877 10.0       50.0       5022           10.0        50.0       3199              10.0       50.0       7885 10.0       60.0       5027           10.0        60.0       3202              10.0       60.0       7893 10.0        70.0       5032           10.0        70.0       3206              10.0       70.0       7901 10.0        80.0       5037          10.0         80.0       3209             10.0        80.0       7908 10.0        90.0       5042          10.0         90.0       3212             10.0        90.0       7916 10.0      100.0        5047          10.0       100.0        3215             10.0      100.0        7924 10.0      110.0        5052          10.0       110.0        3218             10.0      110.0        7932 10.0      120.0        5057          10.0       120.0        3221             10.0      120.0        7940 10.0      130.0        5062          10.0       130.0        3225             10.0      130.0        7948 10.0      140.0       5067           10.0       140.0        3228             10.0      140.0        7956 10.0      150.0       5072           10.0       150.0       3231              10.0      150.0       7963 10.0      160.0       5077           10.0       160.0       3234              10.0      160.0       7971 10.0       170.0       5082           10.0       170.0       3237              10.0      170.0       7979 10.0       180.0       5087          10.0        180.0       3241             10.0       180.0       7987 10.0       190.0       5092          10.0        190.0       3244             10.0       190.0       7995 10.0      200.0        5097          10.0       200.0        3247             10.0      200.0        8003 10.0      210.0        5102          10.0       210.0        3250             10.0      210.0        8011 10.0      220.0        5107          10.0       220.0        3253             10.0      220.0        8018 10.0      230.0       5112           10.0       230.0        3256             10.0      230.0        8026 10.0      240.0       5117           10.0       240.0       3260              10.0      240.0       8034 10.0      250.0       5122           10.0       250.0       3263              10.0      250.0       8042 10.0       260.0       5127           10.0       260.0       3266              10.0      260.0       8050 10.0       270.0       5132          10.0        270.0       3269             10.0       270.0       8058 10.0       280.0       5137          10.0        280.0       3272             10.0      280.0        8065 10.0       290.0       5142          10.0       290.0        3276             10.0      290.0        8073 10.0       300.0       5147          10.0       300.0        3279             10.0      300.0        8081 10.0      310.0        5152          10.0       310.0        3282             10.0      310.0        8089 10.0      320.0        5157          10.0       320.0        3285             10.0      320.0        8097 10.0      330.0       5162           10.0       330.0        3288             10.0      330.0        8105 10.0      340.0       5167           10.0       340.0       3292              10.0      340.0       8113 10.0      350.0       5172           10.0       350.0       3295              10.0      350.0       8120 10.0      360.0       5177           10.0       360.0       3298              10.0      360.0       8128

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 5 10.0    370.0     5182       10.0  370.0 3301  10.0  370.0 8136 10.0    380.0     5187       10.0  380.0 3304  10.0  380.0 8144 10.0    390.0     5192       10.0  390.0 3307  10.0  390.0 8152 10.0    400.0     5197       10.0  400.0 3311  10.0  400.0 8160 10.0    410.0     5202       10.0  410.0 3314  10.0  410.0 8168 10.0    420.0     5207       10.0  420.0 3317  10.0  420.0 8175 10.0    430.0     5212       w.o   430.0 3320  10.0  430.0 8183 10.0    440.0     5217       10.0  440.0 3323  10.0  440.0 8191 10.0    450.0     5222       10.0  450.0 3327  10.0  450.0 8199 10.0    460.0     5227       10.0  460.0 3330  10.0  460.0 8207 10.0    470.0     5232       10.0  470.0 3333  10.0  470.0 8215 10.0    480.0     5237       10.0  480.0 3336  10.0  480.0 8222 10.0    490.0     5242       10.0  490.0 3339  10.0  490.0 8230 10.0    500.0     5247       10.0  500.0 3342  10.0  500.0 8238 100.0    600.0     5274      100.0  600.0 3360 100.0  600.0 8281 100.0    700.0     5324      100.0  700.0 3392 100.0  700.0 8359 100.0    800.0     5374      100.0  800.0 3423 100.0  800.0 8438 100.0    900.0     5424      100.0  900.0 3455 100.0  900.0 8516 100.0   1000.0     5474      100.0 1000.0 3487 100.0 1000.0 8595 100.0   1100.0     5524      100.0 1100.0 3519 100.0 1100.0 8673 100.0   1200.0     5574      100.0 1200.0 3551 100.0 1200.0 8752 100.0   1300.0     5624      100.0 1300.0 3583 100.0 1300.0 8830 100.0   1400.0     5674      100.0 1400.0 3615 100.0 1400.0 8909 100.0   1499.9     5724      100.0 1499.9 3646 100.0 1499.9 8987 100.0   1599.9     5774      100.0 1599.9 3678 100.0 1599.9 9066 100.0   1699.9     5824      100.0 1699.9 3710 100.0 1699.9 9144 100.0   1799.9     5874      100.0 1799.9 3742 100.0 1799.9 9223 100.0   1899.9     5924      100.0 1899.9 3774 100.0 1899.9 9285 100.0   1999.9     5974      100.0 1999.9 3806 100.0 1999.9 9285 100.0   2099.9     6024      100.0 2099.9 3838 100.0 2099.9 9285 100.0   2199.9     6074      100.0 2199.9 3869 100.0 2199.9 9285 100.0   2299.9     6124      100.0 2299.9 3901 100.0 2299.9 9285 100.0   2399.9     6174      100.0 2399.9 3933 100.0 2399.9 9285 100.0   2499.9     6224      100.0 2499.9 3965 100.0 2499.9 9285 100.0   2599.9     6274      100.0 2599.9 3997 100.0 2599.9 9285 100.0   2699.9     6324      100.0 2699.9 4029 100.0 2699.9 9285 100.0   2799.9     6374      100.0 2799.9 4060 100.0 2799.9 9285 100.0   2899.9     6424      100.0 2899.9 4092 100.0 2899.9 9285 100.0   2999.9     6474      100.0 2999.9 4124 100.0 2999.9 9285 100.0   3099.9     6524      100.0 3099.9 4156 100.0 3099.9 9285 100.0   3199.9     6574      100.0 3199.9 4188 100.0 3199.9 9285

u.s. Nuclear Regulatory Commission NTTF 2.1 Seismic Response for CEUS Sites September 12, 2013 Page 6 100.0    3299.9    6624      100.0    3299.9    4220     100.0    3299.9    9285 100.0     3399.9    6674      100.0    3399.9    4252     100.0    3399.9    9285 100.0     3499.9    6724      100.0    3499.9    4283     100.0    3499.9    9285 100.0     3599.9    6774     100.0     3599.9    4315     100.0    3599.9    9285 100.0     3699.9    6824     100.0     3699.9    4347     100.0    3699.9    9285 100.0     3799.9    6874     100.0     3799.9    4379     100.0    3799.9    9285 100.0    3899.9     6924     100.0    3899.9    4411      100.0    3899.9    9285 100.0    3999.9    6974      100.0    3999.9    4443      100.0    3999.9    9285 100.0    4099.9    7024      100.0    4099.9    4475     100.0    4099.9     9285 100.0    4199.9    7074      100.0    4199.9    4506     100.0    4199.9    9285 100.0     4299.9    7124      100.0    4299.9    4538     100.0    4299.9    9285 100.0     4399.8    7174      100.0    4399.8    4570     100.0    4399.8    9285 100.0     4499.8    7224     100.0     4499.8    4602     100.0    4499.8    9285 100.0     4599.8    7274     100.0     4599.8    4634     100.0    4599.8    9285 100.0    4699.8     7324     100.0     4699.8    4666     100.0    4699.8    9285 100.0     4799.8   7374      100.0    4799.8    4698      100.0    4799.8    9285 100.0    4899.8    7424      100.0    4899.8    4729      100.0    4899.8    9285 100.0    4999.8    7474      100.0    4999.8    4761      100.0   4999.8     9285 100.0    5099.8    7524      100.0    5099.8    4793     100.0    5099.8    9285 100.0     5199.8    7574     100.0     5199.8    4825     100.0    5199.8    9285 100.0     5299.8    7624     100.0     5299.8    4857     100.0    5299.8    9285 100.0     5399.8    7674     100.0     5399.8    4889     100.0    5399.8    9285 100.0     5499.8    7724     100.0     5499.8    4920     100.0    5499.8    9285 100.0     5599.8    7774     100.0     5599.8    4952     100.0    5599.8    9285 100.0     5699.8    7824     100.0     5699.8    4984     100.0    5699.8    9285 100.0    5799.8    7874      100.0    5799.8    5016      100.0    5799.8    9285 100.0    5899.8    7924      100.0    5899.8    5048      100.0   5899.8    9285 100.0    5999.8    7975      100.0    5999.8    5080     100.0    5999.8    9285 100.0    6099.8    8025     100.0     6099.8    5112     100.0    6099.8    9285 100.0     6199.8    8075     100.0     6199.8    5143     100.0    6199.8    9285 100.0     6299.8    8125     100.0     6299.8    5175     100.0    6299.8    9285 100.0     6399.8    8175     100.0     6399.8    5207     100.0    6399.8    9285 100.0     6499.8    8225     100.0     6499.8    5239     100.0    6499.8    9285 61.4    6561.2    8235       61.4    6561.2    5246      61.4    6561.2    9285 3280.8     9842.0    9285    3280.8     9842.0    9285    3280.8    9842.0    9285}}