Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix C Downhole Geophysical Log. Rpt Part 011 Pages C1-501 Thru C1-550
	ML18003A769
Person / Time
Site:	Clinch River
Issue date:	12/15/2017
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1
	Download: ML18003A769 (50)
	v • d • e

{{#Wiki_filter:AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-5: Boring MP-112, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-112 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vp Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 40.9 8500 16030 0.30 12.5 2590 42.6 8440 15630 0.29 13.0 2570 44.2 8980 15630 0.25 13.5 2740 45.8 8670 15630 0.28 14.0 2640 47.5 8500 15440 0.28 14.5 2590 49.1 8500 15440 0.28 15.0 2590 50.8 8380 15630 0.30 15.5 2560 52.4 8440 15440 0.29 16.0 2570 54.0 8440 15830 0.30 16.5 2570 55.7 8220 15630 0.31 17.0 2510 57.3 8010 15250 0.31 17.5 2440 59.0 7810 14890 0.31 18.0 2380 60.6 7720 15440 0.33 18.5 2350 62.2 8010 15250 0.31 19.0 2440 63.9 8380 15440 0.29 19.5 2560 65.5 8500 15830 0.30 20.0 2590 67.2 8380 15630 0.30 20.5 2560 68.8 8120 15070 0.30 21.0 2470 70.5 8010 14890 0.30 21.5 2440 72.1 8060 15440 0.31 22.0 2460 73.7 8060 15630 0.32 22.5 2460 75.4 8010 14720 0.29 23.0 2440 77.0 7860 14390 0.29 23.5 2400 78.7 7630 14070 0.29 24.0 2320 80.3 7360 14220 0.32 24.5 2240 81.9 7810 14390 0.29 25.0 2380 83.6 8440 15250 0.28 25.5 2570 85.2 9040 16030 0.27 26.0 2760 86.9 9310 17110 0.29 26.5 2840 88.8 9110 16880 0.29 27.1 2780 90.1 8850 16440 0.30 27.5 2700 91.8 8500 16230 0.31 28.0 2590 93.4 8010 15070 0.30 28.5 2440 95.1 7630 14390 0.30 29.0 2320 96.7 7450 14220 0.31 29.5 2270 98.3 7490 14070 0.30 30.0 2280 100.0 7860 14390 0.29 30.5 2400 101.6 8220 14720 0.27 31.0 2510 103.3 8500 15440 0.28 31.5 2590 104.9 8730 16030 0.29 32.0 2660 106.5 9110 16230 0.27 32.5 2780 108.2 9110 16440 0.28 33.0 2780 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-501 of 1849 Poisson's Vp Ratio (m/s) 4880 0.30 4760 0.29 4760 0.25 4760 0.28 4710 0.28 4710 0.28 4760 0.30 4710 0.29 4820 0.30 4760 0.31 4650 0.31 4540 0.31 4710 0.33 4650 0.31 4710 0.29 4820 0.30 4760 0.30 4590 0.30 4540 0.30 4710 0.31 4760 0.32 4490 0.29 4380 0.29 4290 0.29 4340 0.32 4380 0.29 4650 0.28 4880 0.27 5210 0.29 5150 0.29 5010 0.30 4950 0.31 4590 0.30 4380 0.30 4340 0.31 4290 0.30 4380 0.29 4490 0.27 4710 0.28 4880 0.29 4950 0.27 5010 0.28 Page 499 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-112 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vp Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 109.8 9380 17110 0.29 33.5 2860 111.5 9660 17830 0.29 34.0 2950 113.1 9660 17340 0.27 34.5 2950 114.7 9450 17340 0.29 35.0 2880 116.4 9170 17830 0.32 35.5 2800 118.0 8980 16660 0.30 36.0 2740 120.0 8610 16030 0.30 36.6 2630 121.3 7960 15250 0.31 37.0 2430 122.9 7580 14890 0.33 37.5 2310 124.6 7110 14220 0.33 38.0 2170 126.2 6840 13760 0.34 38.5 2090 128.2 6660 13470 0.34 39.1 2030 129.5 6700 13910 0.35 39.5 2040 131.1 7110 13910 0.32 40.0 2170 132.8 7490 14390 0.31 40.5 2280 134.4 8120 15250 0.30 41.0 2470 136.1 8610 17110 0.33 41.5 2630 137.7 8170 18090 0.37 42.0 2490 139.3 7190 15630 0.37 42.5 2190 141.0 6490 14390 0.37 43.0 1980 142.6 6120 13610 0.37 43.5 1860 144.3 5860 12790 0.37 44.0 1790 145.9 6150 13330 0.36 44.5 1870 147.6 6360 13190 0.35 45.0 1940 149.2 6560 13610 0.35 45.5 2000 150.8 6560 14390 0.37 46.0 2000 152.5 6560 14390 0.37 46.5 2000 154.1 6460 13760 0.36 47.0 1970 155.8 6360 13910 0.37 47.5 1940 157.4 6430 13610 0.36 48.0 1960 159.0 6430 13610 0.36 48.5 1960 161.0 6300 13910 0.37 49.1 1920 162.3 6360 14220 0.37 49.5 1940 164.0 6360 13910 0.37 50.0 1940 165.6 6530 14220 0.37 50.5 1990 167.2 6880 14390 0.35 51.0 2100 168.9 7030 14220 0.34 51.5 2140 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-502 of 1849 Poisson's Vp Ratio (m/s) 5210 0.29 5430 0.29 5290 0.27 5290 0.29 5430 0.32 5080 0.30 4880 0.30 4650 0.31 4540 0.33 4340 0.33 4190 0.34 4110 0.34 4240 0.35 4240 0.32 4380 0.31 4650 0.30 5210 0.33 5510 0.37 4760 0.37 4380 0.37 4150 0.37 3900 0.37 4060 0.36 4020 0.35 4150 0.35 4380 0.37 4380 0.37 4190 0.36 4240 0.37 4150 0.36 4150 0.36 4240 0.37 4340 0.37 4240 0.37 4340 0.37 4380 0.35 4340 0.34 Page 500 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 20 40 60 g 80

I:

I-C. w c 100 120 140 160 180 0 CLINCH RIVER SMR PROJECT BOREHOLE MP-113 Source to Receiver and Receiver to Receiver Analysis I I I -+- Near-Far Receivers, Vs -o-Source-Near Receiver, Vs --- Near-Far Receivers, Vp --D-Source-Near Receiver, Vp .:::; ~ ..... ~ ~ ~ ~ ~ .cr r--' ~ rl....lO !-. --r'"D ~ 1- '-R'1 -J:!iiJ

f::l b.

1-: l!n. f'ti l '"rl.. y- .f. I: D' ~ P* .-:J o:ll ~ ~ ~ ~ * ~ ~ 1-' ,&. ~ ~ ,...j ~ Fb. I -=:I 1::"::: ,... ~ 1=11 fJ ;>>"' lf-Pl --- ~ - -= !!iS. 1'-"0 "- '""""'[] ~. ~ ...,..D""' ;.-f='ll ~ ~ ~ ..0 --* ~ 1'" II; ~ '-"! ~ ....,... r l..-i L,..-1 r ~ ~.. ~ ~,. ~ .t l'r ~. ~ -... ~ 1t 5000 10000 15000 20000 VELOCITY (ft/s) r-- r-- r-- r-- r-- 25000 Figure A-6: Boring MP-113, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-503 of 1849 January 11, 2014 Page 501 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-6: Boring MP-113, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-113 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 31.1 4080 11510 0.43 9.5 1240 32.7 4650 12170 0.41 10.0 1420 34.4 4870 12790 0.42 10.5 1480 36.0 4960 13470 0.42 11.0 1510 37.6 4950 14070 0.43 11.5 1510 39.3 4870 14390 0.44 12.0 1480 40.9 4800 14720 0.44 12.5 1460 42.6 4690 13470 0.43 13.0 1430 44.2 4760 12790 0.42 13.5 1450 45.8 4980 13050 0.41 14.0 1520 47.5 5280 13760 0.41 14.5 1610 49.1 5700 14550 0.41 15.0 1740 50.8 5750 14390 0.40 15.5 1750 52.4 5460 14070 0.41 16.0 1660 54.0 5650 13760 0.40 16.5 1720 55.7 5920 14070 0.39 17.0 1800 57.3 6210 14390 0.39 17.5 1890 59.0 6210 14550 0.39 18.0 1890 60.6 5920 14070 0.39 18.5 1800 62.2 5970 14390 0.40 19.0 1820 63.9 6210 14550 0.39 19.5 1890 65.5 6960 15830 0.38 20.0 2120 67.2 8220 16440 0.33 20.5 2510 68.8 8440 16660 0.33 21.0 2570 70.8 8060 17340 0.36 21.6 2460 72.1 7960 17110 0.36 22.0 2430 73.7 7910 16660 0.35 22.5 2410 75.4 7810 16660 0.36 23.0 2380 77.0 7720 16230 0.35 23.5 2350 78.7 7450 15830 0.36 24.0 2270 80.3 7190 15440 0.36 24.5 2190 81.9 7190 15440 0.36 25.0 2190 83.6 7360 15250 0.35 25.5 2240 85.2 7630 16230 0.36 26.0 2320 86.9 7540 15070 0.33 26.5 2300 88.5 7280 15250 0.35 27.0 2220 90.1 7110 15070 0.36 27.5 2170 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-504 of 1849 Poisson's Vo Ratio (m/s) 3510 0.43 3710 0.41 3900 0.42 4110 0.42 4290 0.43 4380 0.44 4490 0.44 4110 0.43 3900 0.42 3980 0.41 4190 0.41 4440 0.41 4380 0.40 4290 0.41 4190 0.40 4290 0.39 4380 0.39 4440 0.39 4290 0.39 4380 0.40 4440 0.39 4820 0.38 5010 0.33 5080 0.33 5290 0.36 5210 0.36 5080 0.35 5080 0.36 4950 0.35 4820 0.36 4710 0.36 4710 0.36 4650 0.35 4950 0.36 4590 0.33 4650 0.35 4590 0.36 Page 502 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-113 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 92.1 6880 14720 0.36 28.1 2100 93.4 6590 14070 0.36 28.5 2010 95.1 6390 13760 0.36 29.0 1950 96.7 6270 14070 0.38 29.5 1910 98.3 6530 14220 0.37 30.0 1990 100.0 7190 14890 0.35 30.5 2190 101.6 8220 16230 0.33 31.0 2510 103.3 8330 16880 0.34 31.5 2540 104.9 7630 14720 0.32 32.0 2320 106.5 7110 14720 0.35 32.5 2170 108.2 6770 14550 0.36 33.0 2060 109.8 6560 14550 0.37 33.5 2000 111.5 6560 14390 0.37 34.0 2000 113.1 6840 14550 0.36 34.5 2090 115.1 7280 15250 0.35 35.1 2220 116.4 7720 15830 0.34 35.5 2350 118.0 8220 16230 0.33 36.0 2510 119.7 8330 16880 0.34 36.5 2540 121.3 8550 17110 0.33 37.0 2610 122.9 8920 16440 0.29 37.5 2720 124.6 8550 15830 0.29 38.0 2610 126.2 7910 14890 0.30 38.5 2410 127.9 7450 14720 0.33 39.0 2270 129.5 6530 13910 0.36 39.5 1990 131.1 5970 13330 0.37 40.0 1820 132.8 5920 12920 0.37 40.5 1800 134.4 6090 13610 0.38 41.0 1860 136.1 6460 14720 0.38 41.5 1970 137.7 7030 15070 0.36 42.0 2140 139.3 7580 16440 0.37 42.5 2310 141.0 6660 14890 0.37 43.0 2030 142.6 6090 14070 0.38 43.5 1860 144.3 5360 13050 0.40 44.0 1640 145.9 4980 12530 0.41 44.5 1520 147.6 5190 12660 0.40 45.0 1580 149.2 5550 12660 0.38 45.5 1690 150.8 5460 12660 0.39 46.0 1660 152.5 5500 12920 0.39 46.5 1680 154.4 5460 13050 0.39 47.1 1660 155.8 5280 12790 0.40 47.5 1610 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-505 of 1849 Poisson's Vo Ratio (m/s) 4490 0.36 4290 0.36 4190 0.36 4290 0.38 4340 0.37 4540 0.35 4950 0.33 5150 0.34 4490 0.32 4490 0.35 4440 0.36 4440 0.37 4380 0.37 4440 0.36 4650 0.35 4820 0.34 4950 0.33 5150 0.34 5210 0.33 5010 0.29 4820 0.29 4540 0.30 4490 0.33 4240 0.36 4060 0.37 3940 0.37 4150 0.38 4490 0.38 4590 0.36 5010 0.37 4540 0.37 4290 0.38 3980 0.40 3820 0.41 3860 0.40 3860 0.38 3860 0.39 3940 0.39 3980 0.39 3900 0.40 Page 503 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-113 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 157.4 5280 12660 0.39 48.0 1610 159.0 5230 12660 0.40 48.5 1590 160.7 5280 12790 0.40 49.0 1610 162.3 5410 12920 0.39 49.5 1650 164.0 5600 13470 0.40 50.0 1710 165.6 5970 14550 0.40 50.5 1820 167.2 6270 14720 0.39 51.0 1910 168.9 6530 14890 0.38 51.5 1990 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-506 of 1849 Poisson's Vo Ratio (m/s) 3860 0.39 3860 0.40 3900 0.40 3940 0.39 4110 0.40 4440 0.40 4490 0.39 4540 0.38 Page 504 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 50 100 150 -£

I:

1-c. w c 200 250 300 350 0 CLINCH RIVER SMR PROJECT BOREHOLE MP-120 Source to Receiver and Receiver to Receiver Analysis --- Near-Far Receivers, Vs --o-Source-Near Receiver, Vs --- Near-Far Receivers, Vp ~ ~ .. ~ ~ ~ ~ c. '":! t.t=J. --o-Source-Near Receiver, Vp 7'\\. --- J ~ ~ ... fB. - ~ Ia. rl I ~ -fl J::l,,.. ~ ~ ~

r'illl

~

m

~ \\. ~ h ~ ~ rF'"' - ~1 ':?1 ::> .rl ~ ~ !" _G ~ ~ ~

St

~ ~ ~ ~ IL. p:- -- i :p:M ~ ~..,

I;

~ I--ll I.Ji _.l;'i)ol l" 411 ~ CE.S: 4~

~

~ p..c p ........[1 P"- I ~ ~ '-i ?1111 Ebr

~

~ L.{ - I ~* IE a: ~ ~.. ~ hi: -Eft 'CJ > ~ t-1 5000 10000 15000 20000 VELOCITY (ft/s) 25000 Figure A-7: Boring MP-120, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-507 of 1849 January 11, 2014 Page 505 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-7: Boring MP-120, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-120 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source Poisson's and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) 32.7 5650 13190 0.39 34.4 5810 13330 0.38 36.0 5600 13050 0.39 37.6 5460 12290 0.38 39.3 5460 12530 0.38 40.9 5750 13760 0.39 42.6 6150 14390 0.39 44.2 6240 14390 0.38 45.8 5940 13910 0.39 47.5 6090 14390 0.39 49.1 6390 14720 0.38 50.8 7540 15830 0.35 52.4 8980 17580 0.32 54.0 9590 18350 0.31 55.7 9380 17580 0.30 57.3 9240 17110 0.29 59.0 9110 16880 0.29 60.6 8850 16880 0.31 62.2 8850 17580 0.33 63.9 8920 17110 0.31 65.5 8670 16230 0.30 67.2 8550 15830 0.29 68.8 8500 15250 0.28 70.5 8550 15440 0.28 72.1 8330 15440 0.29 73.7 8500 16230 0.31 75.4 8500 15830 0.30 77.0 8330 15830 0.31 78.7 8170 15630 0.31 80.3 8270 15830 0.31 81.9 8330 16030 0.31 83.6 7960 15250 0.31 85.2 8010 14890 0.30 86.9 7720 14550 0.30 88.5 7770 14720 0.31 90.5 8170 15830 0.32 91.8 8380 16440 0.32 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-508 of 1849 (m) (m/s) 10.0 1720 10.5 1770 11.0 1710 11.5 1660 12.0 1660 12.5 1750 13.0 1870 13.5 1900 14.0 1810 14.5 1860 15.0 1950 15.5 2300 16.0 2740 16.5 2920 17.0 2860 17.5 2820 18.0 2780 18.5 2700 19.0 2700 19.5 2720 20.0 2640 20.5 2610 21.0 2590 21.5 2610 22.0 2540 22.5 2590 23.0 2590 23.5 2540 24.0 2490 24.5 2520 25.0 2540 25.5 2430 26.0 2440 26.5 2350 27.0 2370 27.6 2490 28.0 2560 January 11, 2014 Vo Ratio (m/s) 4020 0.39 4060 0.38 3980 0.39 3750 0.38 3820 0.38 4190 0.39 4380 0.39 4380 0.38 4240 0.39 4380 0.39 4490 0.38 4820 0.35 5360 0.32 5590 0.31 5360 0.30 5210 0.29 5150 0.29 5150 0.31 5360 0.33 5210 0.31 4950 0.30 4820 0.29 4650 0.28 4710 0.28 4710 0.29 4950 0.31 4820 0.30 4820 0.31 4760 0.31 4820 0.31 4880 0.31 4650 0.31 4540 0.30 4440 0.30 4490 0.31 4820 0.32 5010 0.32 Page 506 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-120 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 93.4 8980 17580 0.32 28.5 2740 95.1 9040 17340 0.31 29.0 2760 96.7 8380 16030 0.31 29.5 2560 98.3 7960 15440 0.32 30.0 2430 100.0 7580 14720 0.32 30.5 2310 101.6 7150 14550 0.34 31.0 2180 103.3 7110 14390 0.34 31.5 2170 104.9 7400 14720 0.33 32.0 2260 106.5 7720 15070 0.32 32.5 2350 108.2 7960 15830 0.33 33.0 2430 109.8 8170 15630 0.31 33.5 2490 111.5 8440 16230 0.31 34.0 2570 113.1 8790 16660 0.31 34.5 2680 114.7 8920 16660 0.30 35.0 2720 116.4 9110 16880 0.29 35.5 2780 118.0 9110 17340 0.31 36.0 2780 119.7 8850 17580 0.33 36.5 2700 121.3 8500 17340 0.34 37.0 2590 122.9 8060 16880 0.35 37.5 2460 124.6 7630 15070 0.33 38.0 2320 126.2 7110 14220 0.33 38.5 2170 127.9 6840 13760 0.34 39.0 2090 129.5 6770 13330 0.33 39.5 2060 131.1 6810 14070 0.35 40.0 2070 132.8 7280 14890 0.34 40.5 2220 134.4 7860 15440 0.32 41.0 2400 136.1 8270 15830 0.31 41.5 2520 138.0 7670 14550 0.31 42.1 2340 139.7 6730 14070 0.35 42.6 2050 141.0 6360 13760 0.36 43.0 1940 142.6 5970 12920 0.36 43.5 1820 144.3 5680 12660 0.37 44.0 1730 145.9 5780 12660 0.37 44.5 1760 147.9 5970 12790 0.36 45.1 1820 149.2 6000 13470 0.38 45.5 1830 150.8 6000 13470 0.38 46.0 1830 152.5 5940 12790 0.36 46.5 1810 154.1 5810 12530 0.36 47.0 1770 155.8 5810 12660 0.37 47.5 1770 157.4 5970 12530 0.35 48.0 1820 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-509 of 1849 Poisson's Vo Ratio (m/s) 5360 0.32 5290 0.31 4880 0.31 4710 0.32 4490 0.32 4440 0.34 4380 0.34 4490 0.33 4590 0.32 4820 0.33 4760 0.31 4950 0.31 5080 0.31 5080 0.30 5150 0.29 5290 0.31 5360 0.33 5290 0.34 5150 0.35 4590 0.33 4340 0.33 4190 0.34 4060 0.33 4290 0.35 4540 0.34 4710 0.32 4820 0.31 4440 0.31 4290 0.35 4190 0.36 3940 0.36 3860 0.37 3860 0.37 3900 0.36 4110 0.38 4110 0.38 3900 0.36 3820 0.36 3860 0.37 3820 0.35 Page 507 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-120 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 159.0 5970 12530 0.35 48.5 1820 160.7 6150 12660 0.35 49.0 1870 162.3 6390 12920 0.34 49.5 1950 164.0 6630 13050 0.33 50.0 2020 165.6 6390 13610 0.36 50.5 1950 167.2 6700 14220 0.36 51.0 2040 168.9 6990 14890 0.36 51.5 2130 170.5 7190 15070 0.35 52.0 2190 172.2 7810 15070 0.32 52.5 2380 173.8 7720 15250 0.33 53.0 2350 175.4 7770 15630 0.34 53.5 2370 177.1 7810 15830 0.34 54.0 2380 178.7 8220 16440 0.33 54.5 2510 180.4 8440 16880 0.33 55.0 2570 182.0 8920 17340 0.32 55.5 2720 183.6 9380 18350 0.32 56.0 2860 185.3 8920 17580 0.33 56.5 2720 186.9 8790 17340 0.33 57.0 2680 188.6 8790 17110 0.32 57.5 2680 190.2 8730 16880 0.32 58.0 2660 191.8 8850 16660 0.30 58.5 2700 193.5 8850 17110 0.32 59.0 2700 195.1 9240 18350 0.33 59.5 2820 196.8 9240 17580 0.31 60.0 2820 198.4 8920 17110 0.31 60.5 2720 200.0 8920 16660 0.30 61.0 2720 201.7 9170 16880 0.29 61.5 2800 203.3 9310 16880 0.28 62.0 2840 205.0 9310 16880 0.28 62.5 2840 206.6 9170 16660 0.28 63.0 2800 208.2 9040 16880 0.30 63.5 2760 210.2 8920 17110 0.31 64.1 2720 211.5 8920 16880 0.31 64.5 2720 213.2 9310 16660 0.27 65.0 2840 214.8 9310 16660 0.27 65.5 2840 216.4 8730 16440 0.30 66.0 2660 218.1 8550 16230 0.31 66.5 2610 219.7 8550 16030 0.30 67.0 2610 221.4 8500 15630 0.29 67.5 2590 223.0 8670 15630 0.28 68.0 2640 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-510 of 1849 Poisson's Vo Ratio (m/s) 3820 0.35 3860 0.35 3940 0.34 3980 0.33 4150 0.36 4340 0.36 4540 0.36 4590 0.35 4590 0.32 4650 0.33 4760 0.34 4820 0.34 5010 0.33 5150 0.33 5290 0.32 5590 0.32 5360 0.33 5290 0.33 5210 0.32 5150 0.32 5080 0.30 5210 0.32 5590 0.33 5360 0.31 5210 0.31 5080 0.30 5150 0.29 5150 0.28 5150 0.28 5080 0.28 5150 0.30 5210 0.31 5150 0.31 5080 0.27 5080 0.27 5010 0.30 4950 0.31 4880 0.30 4760 0.29 4760 0.28 Page 508 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-120 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 224.7 8670 15830 0.29 68.5 2640 226.3 8440 15830 0.30 69.0 2570 227.9 8440 15830 0.30 69.5 2570 229.6 8670 16030 0.29 70.0 2640 231.2 8440 16030 0.31 70.5 2570 232.9 8440 16030 0.31 71.0 2570 234.5 8220 16030 0.32 71.5 2510 236.1 8440 16440 0.32 72.0 2570 237.8 8730 17340 0.33 72.5 2660 239.4 9040 17580 0.32 73.0 2760 241.1 9590 17830 0.30 73.5 2920 242.7 9450 17340 0.29 74.0 2880 244.3 8980 16660 0.30 74.5 2740 246.0 8330 15630 0.30 75.0 2540 247.6 7960 15070 0.31 75.5 2430 249.3 7630 13910 0.29 76.0 2320 250.9 7540 13760 0.29 76.5 2300 252.5 7770 14070 0.28 77.0 2370 254.2 8170 15250 0.30 77.5 2490 255.8 8440 16030 0.31 78.0 2570 257.5 8730 16880 0.32 78.5 2660 259.1 8850 17340 0.32 79.0 2700 260.7 9170 17580 0.31 79.5 2800 262.4 9170 17830 0.32 80.0 2800 264.0 9170 17830 0.32 80.5 2800 265.7 9450 17830 0.30 81.0 2880 267.3 9450 17580 0.30 81.5 2880 268.9 9450 17580 0.30 82.0 2880 270.6 9040 17340 0.31 82.5 2760 272.2 9040 17580 0.32 83.0 2760 273.9 8920 17830 0.33 83.5 2720 275.5 8920 17830 0.33 84.0 2720 277.1 9040 17830 0.33 84.5 2760 278.8 9040 18090 0.33 85.0 2760 280.4 9040 18350 0.34 85.5 2760 282.1 9380 18620 0.33 86.0 2860 283.7 9380 18900 0.34 86.5 2860 285.3 9660 19180 0.33 87.0 2950 287.0 9660 18900 0.32 87.5 2950 288.6 9740 18620 0.31 88.0 2970 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-511 of 1849 Poisson's Vo Ratio (m/s) 4820 0.29 4820 0.30 4820 0.30 4880 0.29 4880 0.31 4880 0.31 4880 0.32 5010 0.32 5290 0.33 5360 0.32 5430 0.30 5290 0.29 5080 0.30 4760 0.30 4590 0.31 4240 0.29 4190 0.29 4290 0.28 4650 0.30 4880 0.31 5150 0.32 5290 0.32 5360 0.31 5430 0.32 5430 0.32 5430 0.30 5360 0.30 5360 0.30 5290 0.31 5360 0.32 5430 0.33 5430 0.33 5430 0.33 5510 0.33 5590 0.34 5670 0.33 5760 0.34 5850 0.33 5760 0.32 5670 0.31 Page 509 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-120 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 290.3 9520 18090 0.31 88.5 2900 291.9 9520 18350 0.32 89.0 2900 293.5 9590 18620 0.32 89.5 2920 295.2 9590 18620 0.32 90.0 2920 296.8 9810 18900 0.32 90.5 2990 298.5 9660 18900 0.32 91.0 2950 300.1 9660 19180 0.33 91.5 2950 301.8 9520 19180 0.34 92.0 2900 303.4 9520 19180 0.34 92.5 2900 305.0 9520 19180 0.34 93.0 2900 306.7 9520 19480 0.34 93.5 2900 308.3 9660 18900 0.32 94.0 2950 310.0 9660 19180 0.33 94.5 2950 311.6 9450 18620 0.33 95.0 2880 313.2 9450 18350 0.32 95.5 2880 314.9 9520 18090 0.31 96.0 2900 316.5 9810 19180 0.32 96.5 2990 318.2 10380 20100 0.32 97.0 3160 319.8 10380 20420 0.33 97.5 3160 321.4 9970 20100 0.34 98.0 3040 323.1 9590 19180 0.33 98.5 2920 324.7 9380 18900 0.34 99.0 2860 326.4 9110 18620 0.34 99.5 2780 328.0 9450 18620 0.33 100.0 2880 329.6 9450 18620 0.33 100.5 2880 331.3 9380 18900 0.34 101.0 2860 332.9 9590 18350 0.31 101.5 2920 334.6 9970 18090 0.28 102.0 3040 336.2 10130 18350 0.28 102.5 3090 337.8 9890 18350 0.30 103.0 3010 339.5 9890 18620 0.30 103.5 3010 341.1 9890 18900 0.31 104.0 3010 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-512 of 1849 Poisson's Vo Ratio (m/s) 5510 0.31 5590 0.32 5670 0.32 5670 0.32 5760 0.32 5760 0.32 5850 0.33 5850 0.34 5850 0.34 5850 0.34 5940 0.34 5760 0.32 5850 0.33 5670 0.33 5590 0.32 5510 0.31 5850 0.32 6130 0.32 6220 0.33 6130 0.34 5850 0.33 5760 0.34 5670 0.34 5670 0.33 5670 0.33 5760 0.34 5590 0.31 5510 0.28 5590 0.28 5590 0.30 5670 0.30 5760 0.31 Page 51 0 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 5 10 -£

I:

1-15

c.

w c 20 25 CLINCH RIVER SMR PROJECT BOREHOLE MP-122 PS A Source to Receiver and Receiver to Receiver Analysis -- Near-Far Receivers, Vs --o--Source-Near Receiver, Vs --- Near-Far Receivers, Vp --o--Source-Near Receiver, Vp I ~ \\ .... q 1\\. n ff ~ i'-. ~ ra. fe:........ 1\\ ' \\ b lh "\\ \\ r'-- I'- I'. (...... ~ r-. 11\\ 1\\ r---r--,. I' ~ "'r--. I\\ ""'~ ~ ~ \\ "r-.. r' r-.... ) r--.. rn \\ t l'c 30 0 2000 4000 6000 8000 10000 12000 14000 VELOCITY (ft/s) Figure A-8: Boring MP-122PSA, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-513 of 1849 January 11, 2014 Page 511 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-8: Boring MP-122PSA, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-122A American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 11.4 600 3440 0.48 3.5 180 13.0 600 3720 0.49 4.0 180 14.7 640 3880 0.49 4.5 190 16.3 770 5000 0.49 5.0 230 18.0 1090 6630 0.49 5.5 330 19.6 1460 6990 0.48 6.0 440 21.2 2380 8380 0.46 6.5 730 22.9 4400 9040 0.35 7.0 1340 24.5 5150 10050 0.32 7.5 1570 26.2 5700 11200 0.33 8.0 1740 27.8 6810 12660 0.30 8.5 2070 29.4 7540 14720 0.32 9.0 2300 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-514 of 1849 Poisson's Vo Ratio (m/s) 1050 0.48 1130 0.49 1180 0.49 1530 0.49 2020 0.49 2130 0.48 2560 0.46 2760 0.35 3060 0.32 3410 0.33 3860 0.30 4490 0.32 Page 512 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 5 10 15 g 20

I:

I-C. w c 25 30 35 40 45 0 D 1\\ ~ CLINCH RIVER SMR PROJECT BOREHOLE MP-122 PS 8 Source to Receiver and Receiver to Receiver Analysis I I -- Near-Far Receivers, Vs --o--Source-Near Receiver, Vs --- Near-Far Receivers, Vp --o--Source-Near Receiver, Vp IT I [ ~ ~ ~....~ )., 't:; r\\.. \\;') 1\\. rtJ " J 0.. c-. ~ ~ K } ).; ""'= ........ ~ ....... t-. 1. r-.... J.... ~ ~-- T I \\ v Q I rl

1: r---.

IY f..-' ;=I fl, \\. 't 0 5000 10000 15000 20000 VELOCITY (ft/s) 25000 Figure A-9: Boring MP-122PSB, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-515 of 1849 January 11, 2014 Page 513 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-9: Boring MP-122PSB, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-122B American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 11.4 690 2440 0.46 3.5 210 13.0 690 2490 0.46 4.0 210 14.7 710 2710 0.46 4.5 220 16.3 740 2590 0.46 5.0 230 18.0 810 2960 0.46 5.5 250 19.6 830 2940 0.46 6.0 250 21.2 940 3420 0.46 6.5 280 22.9 970 3750 0.46 7.0 300 24.5 1310 4830 0.46 7.5 400 26.2 1700 5060 0.44 8.0 520 27.8 2090 6330 0.44 8.5 640 29.4 2300 6460 0.43 9.0 700 31.1 3270 8500 0.41 9.5 1000 32.7 3920 10910 0.43 10.0 1190 34.4 5940 13190 0.37 10.5 1810 36.0 7860 16660 0.36 11.0 2400 37.6 7580 17110 0.38 11.5 2310 39.3 8270 20100 0.40 12.0 2520 40.9 8170 16440 0.34 12.5 2490 42.6 8920 17580 0.33 13.0 2720 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-516 of 1849 Poisson's Vo Ratio (m/s) 740 0.46 760 0.46 820 0.46 790 0.46 900 0.46 900 0.46 1040 0.46 1140 0.46 1470 0.46 1540 0.44 1930 0.44 1970 0.43 2590 0.41 3330 0.43 4020 0.37 5080 0.36 5210 0.38 6130 0.40 5010 0.34 5360 0.33 Page 514 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-201 Source to Receiver and Receiver to Receiver Analysis -+- Near-Far Receivers, Vs -o-Source-Near Receiver, Vs --- Near-Far Receivers, Vp --o-Source-Near Receiver, Vp 150 r-- r-- r-- r-- 0 5000 10000 15000 20000 25000 VELOCITY (ft/s) Figure A-1 0: Boring MP-201, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-517 of 1849 January 11, 2014 Page 515 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-1 0: Boring MP-201, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs Vo Poisson's Between Source Vs Vo Poisson's (ft) (ft/s) (ft/s) 24.5 2090 6460 0.44 26.2 2580 6210 0.40 27.8 3100 6090 0.32 29.4 3480 6150 0.26 31.1 3700 6810 0.29 32.7 3910 7720 0.33 34.4 4060 9660 0.39 36.0 4370 11110 0.41 37.6 4400 11510 0.41 39.3 4310 11110 0.41 40.9 4340 10730 0.40 42.6 4490 10290 0.38 44.2 4650 10050 0.36 45.8 4980 10210 0.34 47.5 5430 11110 0.34 49.1 5650 11510 0.34 50.8 5650 11410 0.34 52.4 5650 11610 0.34 54.0 5550 11830 0.36 55.7 5550 11720 0.36 57.3 5550 11940 0.36 59.0 5600 12170 0.37 60.6 5920 12530 0.36 62.2 6390 12920 0.34 63.9 6390 12920 0.34 65.5 6300 12790 0.34 67.2 6240 12920 0.35 68.8 6430 12920 0.34 70.5 6560 12790 0.32 72.1 6770 13190 0.32 73.7 7190 13470 0.30 75.4 7230 13190 0.28 77.0 7190 12920 0.28 78.7 7110 12660 0.27 80.3 6990 12410 0.27 81.9 6920 12410 0.27 83.6 6990 13190 0.30 85.2 7400 14390 0.32 86.9 8120 15250 0.30 88.5 8850 16660 0.30 90.1 9590 16660 0.25 91.8 9310 16440 0.26 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-518 of 1849 (m) (m/s) 7.5 640 8.0 790 8.5 950 9.0 1060 9.5 1130 10.0 1190 10.5 1240 11.0 1330 11.5 1340 12.0 1310 12.5 1320 13.0 1370 13.5 1420 14.0 1520 14.5 1660 15.0 1720 15.5 1720 16.0 1720 16.5 1690 17.0 1690 17.5 1690 18.0 1710 18.5 1800 19.0 1950 19.5 1950 20.0 1920 20.5 1900 21.0 1960 21.5 2000 22.0 2060 22.5 2190 23.0 2210 23.5 2190 24.0 2170 24.5 2130 25.0 2110 25.5 2130 26.0 2260 26.5 2470 27.0 2700 27.5 2920 28.0 2840 January 11, 2014 (m/s) 1970 0.44 1890 0.40 1860 0.32 1870 0.26 2070 0.29 2350 0.33 2950 0.39 3380 0.41 3510 0.41 3380 0.41 3270 0.40 3140 0.38 3060 0.36 3110 0.34 3380 0.34 3510 0.34 3480 0.34 3540 0.34 3610 0.36 3570 0.36 3640 0.36 3710 0.37 3820 0.36 3940 0.34 3940 0.34 3900 0.34 3940 0.35 3940 0.34 3900 0.32 4020 0.32 4110 0.30 4020 0.28 3940 0.28 3860 0.27 3780 0.27 3780 0.27 4020 0.30 4380 0.32 4650 0.30 5080 0.30 5080 0.25 5010 0.26 Page 516 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs VD Poisson's Between Source Vs (ft) (ft/s) (ft/s) 93.4 8850 16660 0.30 95.1 7860 16230 0.35 96.7 7770 15830 0.34 98.7 8010 15440 0.32 100.0 8920 15830 0.27 101.6 9110 16440 0.28 103.3 9240 16230 0.26 104.9 9040 15830 0.26 106.5 8920 15630 0.26 108.2 8790 15070 0.24 109.8 8220 15070 0.29 111.5 7960 14720 0.29 113.1 8010 14390 0.28 114.7 8220 14890 0.28 116.7 8120 14890 0.29 118.0 8670 15070 0.25 119.7 8670 14890 0.24 121.3 8330 15440 0.29 122.9 8670 16030 0.29 124.6 8670 16230 0.30 126.2 8440 16440 0.32 127.9 9110 16030 0.26 129.5 9520 16660 0.26 131.1 9520 17580 0.29 132.8 9740 17830 0.29 134.4 10290 18620 0.28 136.1 10290 19480 0.31 137.7 10550 19780 0.30 139.3 10550 18900 0.27 141.0 10380 18620 0.27 142.6 10380 18620 0.27 144.3 9970 18620 0.30 145.9 9970 18350 0.29 147.6 9660 17580 0.28 149.2 9660 17340 0.27 150.8 9660 16660 0.25 152.5 9660 16880 0.26 154.1 9520 17340 0.28 155.8 9520 16880 0.27 157.4 9310 17110 0.29 159.0 8980 17580 0.32 160.7 8730 17580 0.34 162.3 8550 17110 0.33 164.0 8610 16880 0.32 165.6 8850 17830 0.34 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-519 of 1849 (m) (m/s) 28.5 2700 29.0 2400 29.5 2370 30.1 2440 30.5 2720 31.0 2780 31.5 2820 32.0 2760 32.5 2720 33.0 2680 33.5 2510 34.0 2430 34.5 2440 35.0 2510 35.6 2470 36.0 2640 36.5 2640 37.0 2540 37.5 2640 38.0 2640 38.5 2570 39.0 2780 39.5 2900 40.0 2900 40.5 2970 41.0 3140 41.5 3140 42.0 3220 42.5 3220 43.0 3160 43.5 3160 44.0 3040 44.5 3040 45.0 2950 45.5 2950 46.0 2950 46.5 2950 47.0 2900 47.5 2900 48.0 2840 48.5 2740 49.0 2660 49.5 2610 50.0 2630 50.5 2700 January 11, 2014 VD Poisson's (m/s) 5080 0.30 4950 0.35 4820 0.34 4710 0.32 4820 0.27 5010 0.28 4950 0.26 4820 0.26 4760 0.26 4590 0.24 4590 0.29 4490 0.29 4380 0.28 4540 0.28 4540 0.29 4590 0.25 4540 0.24 4710 0.29 4880 0.29 4950 0.30 5010 0.32 4880 0.26 5080 0.26 5360 0.29 5430 0.29 5670 0.28 5940 0.31 6030 0.30 5760 0.27 5670 0.27 5670 0.27 5670 0.30 5590 0.29 5360 0.28 5290 0.27 5080 0.25 5150 0.26 5290 0.28 5150 0.27 5210 0.29 5360 0.32 5360 0.34 5210 0.33 5150 0.32 5430 0.34 Page 517 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs VD Poisson's Between Source Vs (ft) (ft/s) (ft/s) 167.2 9450 18350 0.32 168.9 9450 17580 0.30 170.5 9450 17580 0.30 172.2 9240 17580 0.31 173.8 8670 16440 0.31 175.4 8330 15630 0.30 177.1 8010 15830 0.33 178.7 7960 15630 0.32 180.4 7580 15440 0.34 182.0 7770 15070 0.32 183.6 7630 14550 0.31 185.3 7670 14390 0.30 186.9 7810 14890 0.31 188.6 7580 14550 0.31 190.2 7450 14220 0.31 191.8 7110 13760 0.32 193.5 7110 13910 0.32 195.1 7320 14550 0.33 196.8 7400 14720 0.33 198.4 7860 15830 0.34 200.0 8330 16660 0.33 201.7 8500 16880 0.33 203.3 8850 16880 0.31 205.0 9040 16230 0.27 206.6 8670 15630 0.28 208.2 8440 15830 0.30 209.9 8060 15440 0.31 211.5 7810 14550 0.30 213.2 7720 15070 0.32 214.8 8120 15830 0.32 216.4 8010 14890 0.30 218.1 7860 14550 0.29 219.7 7400 13910 0.30 221.4 7070 13470 0.31 223.0 6990 13470 0.32 224.7 7030 13910 0.33 226.3 7580 14390 0.31 227.9 7810 14890 0.31 229.6 8010 15070 0.30 231.2 8790 15250 0.25 232.9 8790 15440 0.26 234.5 8610 15250 0.27 236.1 8980 16030 0.27 237.8 7860 14890 0.31 239.4 7280 14550 0.33 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-520 of 1849 (m) (m/s) 51.0 2880 51.5 2880 52.0 2880 52.5 2820 53.0 2640 53.5 2540 54.0 2440 54.5 2430 55.0 2310 55.5 2370 56.0 2320 56.5 2340 57.0 2380 57.5 2310 58.0 2270 58.5 2170 59.0 2170 59.5 2230 60.0 2260 60.5 2400 61.0 2540 61.5 2590 62.0 2700 62.5 2760 63.0 2640 63.5 2570 64.0 2460 64.5 2380 65.0 2350 65.5 2470 66.0 2440 66.5 2400 67.0 2260 67.5 2160 68.0 2130 68.5 2140 69.0 2310 69.5 2380 70.0 2440 70.5 2680 71.0 2680 71.5 2630 72.0 2740 72.5 2400 73.0 2220 January 11, 2014 VD Poisson's (m/s) 5590 0.32 5360 0.30 5360 0.30 5360 0.31 5010 0.31 4760 0.30 4820 0.33 4760 0.32 4710 0.34 4590 0.32 4440 0.31 4380 0.30 4540 0.31 4440 0.31 4340 0.31 4190 0.32 4240 0.32 4440 0.33 4490 0.33 4820 0.34 5080 0.33 5150 0.33 5150 0.31 4950 0.27 4760 0.28 4820 0.30 4710 0.31 4440 0.30 4590 0.32 4820 0.32 4540 0.30 4440 0.29 4240 0.30 4110 0.31 4110 0.32 4240 0.33 4380 0.31 4540 0.31 4590 0.30 4650 0.25 4710 0.26 4650 0.27 4880 0.27 4540 0.31 4440 0.33 Page 518 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs VD Poisson's Between Source Vs (ft) (ft/s) (ft/s) 241.1 6560 14220 0.36 242.7 6630 13910 0.35 244.3 6590 13760 0.35 246.0 6590 13910 0.36 247.6 6770 13760 0.34 249.3 7150 13910 0.32 250.9 7190 13760 0.31 252.5 7190 14070 0.32 254.2 7110 13910 0.32 255.8 6920 13910 0.34 257.5 7030 13910 0.33 259.1 7070 13910 0.33 260.7 6920 14220 0.35 262.4 7400 14550 0.33 264.0 7720 14720 0.31 265.7 7720 15250 0.33 267.3 8010 16230 0.34 268.9 8670 17580 0.34 270.6 8220 17830 0.37 272.2 7720 16030 0.35 273.9 7450 15630 0.35 275.5 7190 14720 0.34 277.1 6460 13910 0.36 278.8 6030 13470 0.37 280.4 6090 13610 0.38 282.1 6330 14070 0.37 283.7 6880 14390 0.35 285.3 7490 14550 0.32 287.0 7810 14720 0.30 288.6 8060 14220 0.26 290.3 8120 13910 0.24 291.9 8120 14550 0.27 293.5 7770 14220 0.29 295.2 7400 12920 0.26 296.8 6770 12060 0.27 298.5 6810 12790 0.30 300.1 7810 13910 0.27 301.8 7860 14720 0.30 303.4 8440 15440 0.29 305.0 8790 16230 0.29 306.7 9380 16880 0.28 308.3 9810 17580 0.27 310.0 10050 18620 0.29 311.6 10050 19780 0.33 313.2 10460 20750 0.33 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-521 of 1849 (m) (m/s) 73.5 2000 74.0 2020 74.5 2010 75.0 2010 75.5 2060 76.0 2180 76.5 2190 77.0 2190 77.5 2170 78.0 2110 78.5 2140 79.0 2160 79.5 2110 80.0 2260 80.5 2350 81.0 2350 81.5 2440 82.0 2640 82.5 2510 83.0 2350 83.5 2270 84.0 2190 84.5 1970 85.0 1840 85.5 1860 86.0 1930 86.5 2100 87.0 2280 87.5 2380 88.0 2460 88.5 2470 89.0 2470 89.5 2370 90.0 2260 90.5 2060 91.0 2070 91.5 2380 92.0 2400 92.5 2570 93.0 2680 93.5 2860 94.0 2990 94.5 3060 95.0 3060 95.5 3190 January 11, 2014 VD Poisson's (m/s) 4340 0.36 4240 0.35 4190 0.35 4240 0.36 4190 0.34 4240 0.32 4190 0.31 4290 0.32 4240 0.32 4240 0.34 4240 0.33 4240 0.33 4340 0.35 4440 0.33 4490 0.31 4650 0.33 4950 0.34 5360 0.34 5430 0.37 4880 0.35 4760 0.35 4490 0.34 4240 0.36 4110 0.37 4150 0.38 4290 0.37 4380 0.35 4440 0.32 4490 0.30 4340 0.26 4240 0.24 4440 0.27 4340 0.29 3940 0.26 3680 0.27 3900 0.30 4240 0.27 4490 0.30 4710 0.29 4950 0.29 5150 0.28 5360 0.27 5670 0.29 6030 0.33 6330 0.33 Page 519 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs VD Poisson's Between Source Vs (ft) (ft/s) (ft/s) (m) 314.9 10460 19480 0.30 96.0 316.5 10460 17830 0.24 96.5 318.2 11010 18350 0.22 97.0 319.8 10730 17830 0.22 97.5 321.4 10730 19180 0.27 98.0 323.1 11110 20420 0.29 98.5 324.7 10730 20420 0.31 99.0 326.4 10640 20100 0.31 99.5 328.0 10640 20100 0.31 100.0 329.6 10640 19480 0.29 100.5 331.3 11110 20750 0.30 101.0 332.9 11110 20420 0.29 101.5 334.6 10640 20750 0.32 102.0 336.2 10640 20100 0.31 102.5 337.8 10640 20420 0.31 103.0 339.5 10290 20420 0.33 103.5 341.1 10640 20420 0.31 104.0 342.8 10640 21100 0.33 104.5 344.4 10380 20100 0.32 105.0 346.0 10910 20420 0.30 105.5 347.7 10910 21460 0.33 106.0 349.3 11110 20420 0.29 106.5 351.0 11110 21100 0.31 107.0 352.6 11300 20750 0.29 107.5 354.2 11110 20750 0.30 108.0 355.9 11010 20750 0.30 108.5 357.5 11010 21460 0.32 109.0 359.2 10550 21100 0.33 109.5 360.8 11110 21100 0.31 110.0 362.4 11110 21100 0.31 110.5 364.1 11110 19780 0.27 111.0 365.7 10550 20100 0.31 111.5 367.4 10550 20100 0.31 112.0 369.0 10730 19780 0.29 112.5 370.6 11110 20750 0.30 113.0 372.3 11610 21460 0.29 113.5 373.9 11610 22210 0.31 114.0 375.6 11610 23020 0.33 114.5 377.2 11830 23440 0.33 115.0 378.9 11720 23440 0.33 115.5 380.5 12290 23440 0.31 116.0 382.1 12290 23020 0.30 116.5 383.8 12290 22610 0.29 117.0 385.4 12060 21830 0.28 117.5 387.1 11940 22610 0.31 118.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-522 of 1849 (m/s) 3190 3190 3360 3270 3270 3380 3270 3240 3240 3240 3380 3380 3240 3240 3240 3140 3240 3240 3160 3330 3330 3380 3380 3450 3380 3360 3360 3220 3380 3380 3380 3220 3220 3270 3380 3540 3540 3540 3610 3570 3750 3750 3750 3680 3640 January 11, 2014 VD Poisson's (m/s) 5940 0.30 5430 0.24 5590 0.22 5430 0.22 5850 0.27 6220 0.29 6220 0.31 6130 0.31 6130 0.31 5940 0.29 6330 0.30 6220 0.29 6330 0.32 6130 0.31 6220 0.31 6220 0.33 6220 0.31 6430 0.33 6130 0.32 6220 0.30 6540 0.33 6220 0.29 6430 0.31 6330 0.29 6330 0.30 6330 0.30 6540 0.32 6430 0.33 6430 0.31 6430 0.31 6030 0.27 6130 0.31 6130 0.31 6030 0.29 6330 0.30 6540 0.29 6770 0.31 7020 0.33 7150 0.33 7150 0.33 7150 0.31 7020 0.30 6890 0.29 6650 0.28 6890 0.31 Page 520 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-201 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Vs VD Poisson's Between Source Vs (ft) (ft/s) (ft/s) (m) 388.7 11940 21460 0.28 118.5 390.3 11940 22610 0.31 119.0 392.0 12410 23890 0.32 119.5 393.6 12530 23440 0.30 120.0 395.3 12290 22610 0.29 120.5 396.9 11940 22210 0.30 121.0 398.5 12060 21460 0.27 121.5 400.2 11510 21830 0.31 122.0 401.8 11410 21460 0.30 122.5 403.5 11200 21830 0.32 123.0 405.1 10820 21460 0.33 123.5 406.7 10820 21460 0.33 124.0 408.4 11300 22210 0.33 124.5 410.0 11610 22610 0.32 125.0 411.7 11510 22210 0.32 125.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-523 of 1849 (m/s) 3640 3640 3780 3820 3750 3640 3680 3510 3480 3410 3300 3300 3450 3540 3510 January 11, 2014 VD Poisson's (m/s) 6540 0.28 6890 0.31 7280 0.32 7150 0.30 6890 0.29 6770 0.30 6540 0.27 6650 0.31 6540 0.30 6650 0.32 6540 0.33 6540 0.33 6770 0.33 6890 0.32 6770 0.32 Page 521 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 50 100 150 200 -£

I:

1-250

c.

w c 300 350 400 450 500 0 CLINCH RIVER SMR PROJECT BOREHOLE MP-202 Source to Receiver and Receiver to Receiver Analysis I I I I--lL I I I

25

--+- Near-Far Receivers, Vs p liS! -- --o-Source-Near Receiver, Vs .~ ~~.. ~ ~~ -+- Near-Far Receivers, Vp ~ -D-Source-Near Receiver, Vp ..., ~ ~ - ~ .J ~ l":ii ~ M ::r-I.-: 1'-' -- it' -=-

r-t ~

I P'~ ~ ~~ rt ~ ~ ll....t ~ h .c ~ 1!. ~ -~~ ~ R ~ 1"-w ia l l::;s ~ ~ ~ ~

h...

~ f-W..... .A'Y =r ~ P' sU" l.Q -r - -~

~

~ (( J!W ~ 'il!. -Dl ~.- r.cp.l" i:;Jsll Jl..l-' -- 'I.. ~

x~

g ...o-Lll'in- ~ ~

m ~

fD _. ~. _.. ~... -~ iP * -li J!i"'t ~ ~

j:.o

~ 5000 10000 15000 20000 VELOCITY (ft/s) r-- r-- r-- r-- r-- 25000 Figure A-11: Boring MP-202, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-524 of 1849 January 11, 2014 Page 522 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-11: Boring MP-202, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source Poisson's and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) 19.6 6590 11940 0.28 21.2 6590 12660 0.31 22.9 6460 12920 0.33 24.5 6590 12920 0.32 26.2 6390 12920 0.34 27.8 6770 13050 0.32 29.4 7070 12790 0.28 31.1 6770 12660 0.30 32.7 6590 12530 0.31 34.4 6210 12290 0.33 36.0 6120 12410 0.34 37.6 6000 12410 0.35 39.3 5890 12290 0.35 40.9 5940 12410 0.35 42.6 5810 12530 0.36 44.2 5730 12170 0.36 45.8 5730 12290 0.36 47.5 5780 11940 0.35 49.1 5920 12170 0.35 50.8 5680 11940 0.35 52.4 5390 11830 0.37 54.0 5230 12060 0.38 55.7 5460 13050 0.39 57.3 5920 13910 0.39 59.0 6360 14220 0.37 60.6 6840 14220 0.35 62.2 7280 14390 0.33 63.9 7280 14220 0.32 65.5 7280 14390 0.33 67.2 7150 14220 0.33 68.8 7070 14550 0.35 70.5 7230 14390 0.33 72.1 7280 13910 0.31 73.7 7110 14070 0.33 75.4 7030 13760 0.32 77.0 6810 13330 0.32 78.7 6660 13610 0.34 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-525 of 1849 (m) (m/s) 6.0 2010 6.5 2010 7.0 1970 7.5 2010 8.0 1950 8.5 2060 9.0 2160 9.5 2060 10.0 2010 10.5 1890 11.0 1860 11.5 1830 12.0 1790 12.5 1810 13.0 1770 13.5 1750 14.0 1750 14.5 1760 15.0 1800 15.5 1730 16.0 1640 16.5 1590 17.0 1660 17.5 1800 18.0 1940 18.5 2090 19.0 2220 19.5 2220 20.0 2220 20.5 2180 21.0 2160 21.5 2210 22.0 2220 22.5 2170 23.0 2140 23.5 2070 24.0 2030 January 11, 2014 Vo Ratio (m/s) 3640 0.28 3860 0.31 3940 0.33 3940 0.32 3940 0.34 3980 0.32 3900 0.28 3860 0.30 3820 0.31 3750 0.33 3780 0.34 3780 0.35 3750 0.35 3780 0.35 3820 0.36 3710 0.36 3750 0.36 3640 0.35 3710 0.35 3640 0.35 3610 0.37 3680 0.38 3980 0.39 4240 0.39 4340 0.37 4340 0.35 4380 0.33 4340 0.32 4380 0.33 4340 0.33 4440 0.35 4380 0.33 4240 0.31 4290 0.33 4190 0.32 4060 0.32 4150 0.34 Page 523 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 80.3 6630 13470 0.34 24.5 2020 81.9 6770 13910 0.34 25.0 2060 83.6 6960 14220 0.34 25.5 2120 85.2 6920 14220 0.35 26.0 2110 86.9 6960 14390 0.35 26.5 2120 88.5 7110 14220 0.33 27.0 2170 90.1 7280 14070 0.32 27.5 2220 91.8 7230 13910 0.31 28.0 2210 93.4 7110 13910 0.32 28.5 2170 95.1 7280 14220 0.32 29.0 2220 96.7 7030 13910 0.33 29.5 2140 98.3 6960 13760 0.33 30.0 2120 100.0 7030 13760 0.32 30.5 2140 101.6 7070 14070 0.33 31.0 2160 103.3 7400 14550 0.33 31.5 2260 104.9 7770 15070 0.32 32.0 2370 106.5 7490 14720 0.33 32.5 2280 108.2 7280 14390 0.33 33.0 2220 109.8 7230 14070 0.32 33.5 2210 111.5 6990 13760 0.33 34.0 2130 113.1 6770 13330 0.33 34.5 2060 114.7 6700 13330 0.33 35.0 2040 116.4 6630 13190 0.33 35.5 2020 118.0 6490 13190 0.34 36.0 1980 119.7 6490 13330 0.34 36.5 1980 121.3 6300 13190 0.35 37.0 1920 122.9 6330 12790 0.34 37.5 1930 124.6 6460 12920 0.33 38.0 1970 126.2 6490 13190 0.34 38.5 1980 127.9 6560 13050 0.33 39.0 2000 129.5 6590 12920 0.32 39.5 2010 131.1 6530 13050 0.33 40.0 1990 132.8 6490 13190 0.34 40.5 1980 134.4 6590 13330 0.34 41.0 2010 136.1 6590 13470 0.34 41.5 2010 137.7 6530 13190 0.34 42.0 1990 139.3 6530 13330 0.34 42.5 1990 141.0 6660 13760 0.35 43.0 2030 142.6 6730 14220 0.36 43.5 2050 144.3 6700 13610 0.34 44.0 2040 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-526 of 1849 Poisson's Vo Ratio (m/s) 4110 0.34 4240 0.34 4340 0.34 4340 0.35 4380 0.35 4340 0.33 4290 0.32 4240 0.31 4240 0.32 4340 0.32 4240 0.33 4190 0.33 4190 0.32 4290 0.33 4440 0.33 4590 0.32 4490 0.33 4380 0.33 4290 0.32 4190 0.33 4060 0.33 4060 0.33 4020 0.33 4020 0.34 4060 0.34 4020 0.35 3900 0.34 3940 0.33 4020 0.34 3980 0.33 3940 0.32 3980 0.33 4020 0.34 4060 0.34 4110 0.34 4020 0.34 4060 0.34 4190 0.35 4340 0.36 4150 0.34 Page 524 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 145.9 6590 13330 0.34 44.5 2010 147.6 6530 13050 0.33 45.0 1990 149.2 6210 13050 0.35 45.5 1890 150.8 5940 13330 0.38 46.0 1810 152.5 5700 13050 0.38 46.5 1740 154.1 5920 12660 0.36 47.0 1800 155.8 5860 12410 0.36 47.5 1790 157.4 5890 12410 0.35 48.0 1790 159.0 6060 12290 0.34 48.5 1850 160.7 6240 12290 0.33 49.0 1900 162.3 6300 12530 0.33 49.5 1920 164.0 6270 12290 0.32 50.0 1910 165.6 6240 12060 0.32 50.5 1900 167.2 6390 12170 0.31 51.0 1950 168.9 6430 12170 0.31 51.5 1960 170.5 6430 12170 0.31 52.0 1960 172.2 6430 11940 0.30 52.5 1960 173.8 6460 12530 0.32 53.0 1970 175.4 6490 13190 0.34 53.5 1980 177.1 6660 13050 0.32 54.0 2030 178.7 6840 13190 0.32 54.5 2090 180.4 6660 13190 0.33 55.0 2030 182.0 6810 13190 0.32 55.5 2070 183.6 6990 13050 0.30 56.0 2130 185.3 7230 13330 0.29 56.5 2210 186.9 7490 13050 0.25 57.0 2280 188.6 7070 12920 0.29 57.5 2160 190.2 6730 12660 0.30 58.0 2050 191.8 6770 13190 0.32 58.5 2060 193.5 6920 13050 0.30 59.0 2110 195.1 7110 13330 0.30 59.5 2170 196.8 7280 13330 0.29 60.0 2220 198.4 7320 13330 0.28 60.5 2230 200.0 6530 13190 0.34 61.0 1990 201.7 6300 13470 0.36 61.5 1920 203.3 6270 13760 0.37 62.0 1910 205.0 6630 14220 0.36 62.5 2020 206.6 7070 15070 0.36 63.0 2160 208.2 7630 15830 0.35 63.5 2320 209.9 8330 16660 0.33 64.0 2540 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-527 of 1849 Poisson's Vo Ratio (m/s) 4060 0.34 3980 0.33 3980 0.35 4060 0.38 3980 0.38 3860 0.36 3780 0.36 3780 0.35 3750 0.34 3750 0.33 3820 0.33 3750 0.32 3680 0.32 3710 0.31 3710 0.31 3710 0.31 3640 0.30 3820 0.32 4020 0.34 3980 0.32 4020 0.32 4020 0.33 4020 0.32 3980 0.30 4060 0.29 3980 0.25 3940 0.29 3860 0.30 4020 0.32 3980 0.30 4060 0.30 4060 0.29 4060 0.28 4020 0.34 4110 0.36 4190 0.37 4340 0.36 4590 0.36 4820 0.35 5080 0.33 Page 525 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 211.5 8790 17110 0.32 64.5 2680 213.2 8730 16440 0.30 65.0 2660 214.8 8330 16230 0.32 65.5 2540 216.4 7960 15830 0.33 66.0 2430 218.1 8270 15830 0.31 66.5 2520 219.7 8270 16030 0.32 67.0 2520 221.4 8790 16880 0.31 67.5 2680 222.7 9660 17110 0.27 67.9 2950 224.7 9520 16880 0.27 68.5 2900 226.3 9240 17110 0.29 69.0 2820 227.9 8980 17340 0.32 69.5 2740 229.6 8550 16880 0.33 70.0 2610 231.2 8170 15830 0.32 70.5 2490 232.9 7910 15250 0.32 71.0 2410 234.5 7770 14720 0.31 71.5 2370 236.1 7630 15070 0.33 72.0 2320 237.8 7770 14720 0.31 72.5 2370 239.4 8060 15070 0.30 73.0 2460 241.1 8220 16660 0.34 73.5 2510 242.7 8610 17340 0.34 74.0 2630 244.3 8980 17110 0.31 74.5 2740 246.0 8980 17580 0.32 75.0 2740 247.6 8920 16660 0.30 75.5 2720 249.3 8920 16660 0.30 76.0 2720 250.9 8920 16660 0.30 76.5 2720 252.5 9040 16660 0.29 77.0 2760 254.2 9590 18090 0.30 77.5 2920 255.8 10050 19180 0.31 78.0 3060 257.5 10460 20100 0.31 78.5 3190 259.1 10380 20100 0.32 79.0 3160 260.7 10730 20750 0.32 79.5 3270 262.4 10730 19780 0.29 80.0 3270 264.0 10820 19480 0.28 80.5 3300 265.7 10730 19780 0.29 81.0 3270 267.3 10460 19180 0.29 81.5 3190 268.9 10290 18350 0.27 82.0 3140 270.6 10130 18620 0.29 82.5 3090 272.2 10130 18620 0.29 83.0 3090 273.9 10130 18620 0.29 83.5 3090 275.5 10050 18620 0.29 84.0 3060 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-528 of 1849 Poisson's Vo Ratio (m/s) 5210 0.32 5010 0.30 4950 0.32 4820 0.33 4820 0.31 4880 0.32 5150 0.31 5210 0.27 5150 0.27 5210 0.29 5290 0.32 5150 0.33 4820 0.32 4650 0.32 4490 0.31 4590 0.33 4490 0.31 4590 0.30 5080 0.34 5290 0.34 5210 0.31 5360 0.32 5080 0.30 5080 0.30 5080 0.30 5080 0.29 5510 0.30 5850 0.31 6130 0.31 6130 0.32 6330 0.32 6030 0.29 5940 0.28 6030 0.29 5850 0.29 5590 0.27 5670 0.29 5670 0.29 5670 0.29 5670 0.29 Page 526 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 277.1 9810 18620 0.31 84.5 2990 278.8 9740 18350 0.30 85.0 2970 280.4 9740 18090 0.30 85.5 2970 282.1 9740 18350 0.30 86.0 2970 283.7 9890 18090 0.29 86.5 3010 285.3 9740 17580 0.28 87.0 2970 287.0 9740 17830 0.29 87.5 2970 288.6 9740 18620 0.31 88.0 2970 290.3 9970 18620 0.30 88.5 3040 291.9 9660 18620 0.32 89.0 2950 293.5 9590 18090 0.30 89.5 2920 295.2 9590 17830 0.30 90.0 2920 296.8 9310 18090 0.32 90.5 2840 298.5 9310 18090 0.32 91.0 2840 300.1 9240 17830 0.32 91.5 2820 301.8 9040 17340 0.31 92.0 2760 303.4 8790 16660 0.31 92.5 2680 305.0 8670 16230 0.30 93.0 2640 306.7 8440 16030 0.31 93.5 2570 308.3 8440 16230 0.31 94.0 2570 310.0 8380 16030 0.31 94.5 2560 311.6 8330 15440 0.29 95.0 2540 313.2 8330 15250 0.29 95.5 2540 314.9 8330 15630 0.30 96.0 2540 316.5 8330 15830 0.31 96.5 2540 318.2 8670 15830 0.29 97.0 2640 319.8 8120 15440 0.31 97.5 2470 321.4 7960 15070 0.31 98.0 2430 323.1 7770 15630 0.34 98.5 2370 324.7 7810 15830 0.34 99.0 2380 326.4 8010 15630 0.32 99.5 2440 328.0 8380 15830 0.30 100.0 2560 329.6 9040 16440 0.28 100.5 2760 331.3 9240 16440 0.27 101.0 2820 332.9 9240 16440 0.27 101.5 2820 334.6 9110 16030 0.26 102.0 2780 336.2 9110 16030 0.26 102.5 2780 337.8 8980 15830 0.26 103.0 2740 339.5 8440 15630 0.29 103.5 2570 341.1 8220 16440 0.33 104.0 2510 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-529 of 1849 Poisson's Vo Ratio (m/s) 5670 0.31 5590 0.30 5510 0.30 5590 0.30 5510 0.29 5360 0.28 5430 0.29 5670 0.31 5670 0.30 5670 0.32 5510 0.30 5430 0.30 5510 0.32 5510 0.32 5430 0.32 5290 0.31 5080 0.31 4950 0.30 4880 0.31 4950 0.31 4880 0.31 4710 0.29 4650 0.29 4760 0.30 4820 0.31 4820 0.29 4710 0.31 4590 0.31 4760 0.34 4820 0.34 4760 0.32 4820 0.30 5010 0.28 5010 0.27 5010 0.27 4880 0.26 4880 0.26 4820 0.26 4760 0.29 5010 0.33 Page 527 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 342.8 8010 16660 0.35 104.5 2440 344.4 8060 16030 0.33 105.0 2460 346.0 8550 16660 0.32 105.5 2610 347.7 8980 16440 0.29 106.0 2740 349.3 8850 16030 0.28 106.5 2700 351.0 8610 15830 0.29 107.0 2630 352.6 8220 15630 0.31 107.5 2510 354.2 7910 15070 0.31 108.0 2410 355.9 7720 14220 0.29 108.5 2350 357.5 7490 13910 0.30 109.0 2280 359.2 7580 14390 0.31 109.5 2310 360.8 7580 14550 0.31 110.0 2310 362.4 7810 15440 0.33 110.5 2380 364.1 8220 16230 0.33 111.0 2510 365.7 8330 16440 0.33 111.5 2540 367.4 8550 16880 0.33 112.0 2610 369.0 8920 16880 0.31 112.5 2720 370.6 8790 17580 0.33 113.0 2680 372.3 8980 17110 0.31 113.5 2740 373.9 9380 16880 0.28 114.0 2860 375.6 9170 16660 0.28 114.5 2800 377.2 8670 15830 0.29 115.0 2640 378.9 8330 15830 0.31 115.5 2540 380.5 8010 15630 0.32 116.0 2440 382.1 7720 15630 0.34 116.5 2350 383.8 7540 15440 0.34 117.0 2300 385.4 7860 15830 0.34 117.5 2400 387.1 7960 15830 0.33 118.0 2430 388.7 8380 16230 0.32 118.5 2560 390.3 8610 15830 0.29 119.0 2630 392.0 8330 15440 0.29 119.5 2540 393.6 8060 15440 0.31 120.0 2460 395.3 7960 15070 0.31 120.5 2430 396.9 7960 15250 0.31 121.0 2430 398.5 8060 15630 0.32 121.5 2460 400.2 8220 15830 0.32 122.0 2510 401.8 8220 15630 0.31 122.5 2510 403.5 8220 15830 0.32 123.0 2510 405.1 8380 16440 0.32 123.5 2560 406.7 8730 16660 0.31 124.0 2660 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-530 of 1849 Poisson's Vo Ratio (m/s) 5080 0.35 4880 0.33 5080 0.32 5010 0.29 4880 0.28 4820 0.29 4760 0.31 4590 0.31 4340 0.29 4240 0.30 4380 0.31 4440 0.31 4710 0.33 4950 0.33 5010 0.33 5150 0.33 5150 0.31 5360 0.33 5210 0.31 5150 0.28 5080 0.28 4820 0.29 4820 0.31 4760 0.32 4760 0.34 4710 0.34 4820 0.34 4820 0.33 4950 0.32 4820 0.29 4710 0.29 4710 0.31 4590 0.31 4650 0.31 4760 0.32 4820 0.32 4760 0.31 4820 0.32 5010 0.32 5080 0.31 Page 528 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-202 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 408.4 8980 17580 0.32 124.5 2740 410.0 9310 17830 0.31 125.0 2840 411.7 9660 18350 0.31 125.5 2950 413.3 9660 18900 0.32 126.0 2950 414.9 9660 18900 0.32 126.5 2950 416.6 9240 18620 0.34 127.0 2820 418.2 9240 18090 0.32 127.5 2820 419.9 8920 17830 0.33 128.0 2720 421.5 8850 17580 0.33 128.5 2700 423.1 8670 17110 0.33 129.0 2640 424.8 8330 17110 0.34 129.5 2540 426.4 8220 16660 0.34 130.0 2510 428.1 7860 16030 0.34 130.5 2400 429.7 7770 16030 0.35 131.0 2370 431.3 7910 16660 0.35 131.5 2410 433.0 8220 17580 0.36 132.0 2510 434.6 8380 16880 0.34 132.5 2560 436.3 8270 16230 0.32 133.0 2520 437.9 8060 16660 0.35 133.5 2460 439.5 8170 16030 0.32 134.0 2490 441.2 8270 16030 0.32 134.5 2520 442.8 8330 16030 0.31 135.0 2540 444.5 8610 16030 0.30 135.5 2630 446.1 8610 16660 0.32 136.0 2630 447.7 8610 15830 0.29 136.5 2630 449.4 8500 16030 0.30 137.0 2590 451.0 8220 15630 0.31 137.5 2510 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-531 of 1849 Poisson's Vo Ratio (m/s) 5360 0.32 5430 0.31 5590 0.31 5760 0.32 5760 0.32 5670 0.34 5510 0.32 5430 0.33 5360 0.33 5210 0.33 5210 0.34 5080 0.34 4880 0.34 4880 0.35 5080 0.35 5360 0.36 5150 0.34 4950 0.32 5080 0.35 4880 0.32 4880 0.32 4880 0.31 4880 0.30 5080 0.32 4820 0.29 4880 0.30 4760 0.31 Page 529 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 CLINCH RIVER SMR PROJECT BOREHOLE MP-212 Source to Receiver and Receiver to Receiver Analysis __._ Near-Far Receivers, Vs --o-Source-Near Receiver, Vs --- Near-Far Receivers, Vp r-- r-- r-- 20 --D-Source-Near Receiver, Vp r-- 40 60 g 80

I:

I-C. w c 100 120 140 160 180 0 J M * ~ lr:/l_ ( ~- r-GJ. ~ r .t5 ~ ~ 15 ~

f&_

lr5 ~ rG I.C ~ I ~ 6 p 111 ~ N"l 5000

~..

IV ~ ~ ~ -:M L'tl ~ 1.0 't1 ~ ~-* ~ l{r ~ -no!. -. :). ~ ~ 1-=:: r-- --~ ~ L~ *

fg..
~
~

r-. 1--=:t. -"'I ~ '111 t ~ L.Jr-o tJ 10000 15000 20000 25000 VELOCITY (ft/s) Figure A-12: Boring MP-212, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-532 of 1849 January 11, 2014 Page 530 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-12: Boring MP-212, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-212 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 50.8 6030 12290 0.34 15.5 1840 52.4 6730 12660 0.30 16.0 2050 54.0 6960 12920 0.30 16.5 2120 55.7 7110 12920 0.28 17.0 2170 57.3 7110 13190 0.29 17.5 2170 59.0 7230 12920 0.27 18.0 2210 60.6 7280 13330 0.29 18.5 2220 62.2 7230 13330 0.29 19.0 2210 63.9 7190 13190 0.29 19.5 2190 65.5 7230 13470 0.30 20.0 2210 67.2 7400 13760 0.30 20.5 2260 68.8 7400 13760 0.30 21.0 2260 70.5 7400 13470 0.28 21.5 2260 72.1 7670 13610 0.27 22.0 2340 73.7 7540 13190 0.26 22.5 2300 75.4 7280 12920 0.27 23.0 2220 77.0 6990 12790 0.29 23.5 2130 78.7 7400 12920 0.26 24.0 2260 80.3 6920 12790 0.29 24.5 2110 81.9 6590 12790 0.32 25.0 2010 83.6 7110 13050 0.29 25.5 2170 85.2 7400 13190 0.27 26.0 2260 86.9 7360 13470 0.29 26.5 2240 88.5 7230 13610 0.30 27.0 2210 90.1 7110 13470 0.31 27.5 2170 91.8 7110 13330 0.30 28.0 2170 93.4 6990 12920 0.29 28.5 2130 95.1 6990 12530 0.27 29.0 2130 96.7 6960 12790 0.29 29.5 2120 98.3 6810 13190 0.32 30.0 2070 100.0 6660 13190 0.33 30.5 2030 101.6 6240 13050 0.35 31.0 1900 103.3 6150 13050 0.36 31.5 1870 104.9 6660 12920 0.32 32.0 2030 106.5 6840 12920 0.30 32.5 2090 108.2 6730 12790 0.31 33.0 2050 109.8 6590 12790 0.32 33.5 2010 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-533 of 1849 Poisson's Vo Ratio (m/s) 3750 0.34 3860 0.30 3940 0.30 3940 0.28 4020 0.29 3940 0.27 4060 0.29 4060 0.29 4020 0.29 4110 0.30 4190 0.30 4190 0.30 4110 0.28 4150 0.27 4020 0.26 3940 0.27 3900 0.29 3940 0.26 3900 0.29 3900 0.32 3980 0.29 4020 0.27 4110 0.29 4150 0.30 4110 0.31 4060 0.30 3940 0.29 3820 0.27 3900 0.29 4020 0.32 4020 0.33 3980 0.35 3980 0.36 3940 0.32 3940 0.30 3900 0.31 3900 0.32 Page 531 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-212 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 111.5 6530 12920 0.33 34.0 1990 113.1 6360 12790 0.34 34.5 1940 114.7 6660 12920 0.32 35.0 2030 116.4 6810 12660 0.30 35.5 2070 118.0 6660 12290 0.29 36.0 2030 119.7 6360 11830 0.30 36.5 1940 121.3 6240 11940 0.31 37.0 1900 122.9 6120 12170 0.33 37.5 1860 124.6 6120 12060 0.33 38.0 1860 126.2 6360 11940 0.30 38.5 1940 127.9 6330 12920 0.34 39.0 1930 129.5 6560 13610 0.35 39.5 2000 131.1 6700 13470 0.34 40.0 2040 132.8 6700 13610 0.34 40.5 2040 134.4 6700 13470 0.34 41.0 2040 136.1 6700 13910 0.35 41.5 2040 137.7 6730 13760 0.34 42.0 2050 139.3 6590 13610 0.35 42.5 2010 141.0 6730 13610 0.34 43.0 2050 142.6 6840 13190 0.32 43.5 2090 144.3 6960 13610 0.32 44.0 2120 145.9 6990 14220 0.34 44.5 2130 147.6 6840 13910 0.34 45.0 2090 149.2 6700 13330 0.33 45.5 2040 150.8 6660 13050 0.32 46.0 2030 152.5 6810 12530 0.29 46.5 2070 154.1 6840 12660 0.29 47.0 2090 155.8 6920 12790 0.29 47.5 2110 157.4 6960 13190 0.31 48.0 2120 159.0 6810 13050 0.31 48.5 2070 160.7 6700 12920 0.32 49.0 2040 162.3 6590 12920 0.32 49.5 2010 164.0 6460 13190 0.34 50.0 1970 165.6 6530 13760 0.35 50.5 1990 167.2 6920 14720 0.36 51.0 2110 168.9 7580 15250 0.34 51.5 2310 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-534 of 1849 Poisson's Vo Ratio (m/s) 3940 0.33 3900 0.34 3940 0.32 3860 0.30 3750 0.29 3610 0.30 3640 0.31 3710 0.33 3680 0.33 3640 0.30 3940 0.34 4150 0.35 4110 0.34 4150 0.34 4110 0.34 4240 0.35 4190 0.34 4150 0.35 4150 0.34 4020 0.32 4150 0.32 4340 0.34 4240 0.34 4060 0.33 3980 0.32 3820 0.29 3860 0.29 3900 0.29 4020 0.31 3980 0.31 3940 0.32 3940 0.32 4020 0.34 4190 0.35 4490 0.36 4650 0.34 Page 532 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-213 Source to Receiver and Receiver to Receiver Analysis 0 ~~,-,--r-r-r~~~~-,~--r-r-~~~ ~ ~-,~--r-r-~ 1 ~ ~~+-~~~~-+~~--~~+-~~~~.~N~e~ar~-F~ar~R~ec~e~iv~er-s.~V-s~r- --o-Source-Near Receiver, Vs r-r- -+- Near-Far Receivers, Vp r- --o-source-Near Receiver, Vp e.- ffiJ~ g 80 +-+-+-+-+-+-~~rl-,_,_-r-r-r~~c~rJ _-r-r-+-+-+-+-+-+-+-+~ i= ~

r"'E"~

fu ~ a c -=~ 140 +-+-+-+-+-+H+-+-+-+-+-~~~~-r-r-r-r~~~~~~~~ ~ I* f:ll 0 5000 10000 15000 20000 25000 VELOCITY (ft/s) Figure A-13: Boring MP-213, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-535 of 1849 January 11, 2014 Page 533 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-13: Boring MP-213, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-213 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 21.2 4830 10460 0.36 6.5 1470 22.9 5190 11610 0.38 7.0 1580 24.5 5700 13050 0.38 7.5 1740 26.2 5320 12920 0.40 8.0 1620 27.8 5190 12920 0.40 8.5 1580 29.4 5000 12290 0.40 9.0 1530 31.1 5150 12170 0.39 9.5 1570 32.7 5460 12170 0.37 10.0 1660 34.4 5360 11830 0.37 10.5 1640 36.0 5190 11200 0.36 11.0 1580 37.6 5060 11300 0.37 11.5 1540 39.3 5150 11940 0.39 12.0 1570 40.9 5280 12290 0.39 12.5 1610 42.6 5630 12530 0.37 13.0 1720 44.2 5920 12790 0.36 13.5 1800 45.8 5780 13190 0.38 14.0 1760 47.5 5680 12660 0.37 14.5 1730 49.1 5830 12920 0.37 15.0 1780 50.8 6150 13050 0.36 15.5 1870 52.4 6150 13330 0.36 16.0 1870 54.0 6090 12410 0.34 16.5 1860 55.7 5920 11830 0.33 17.0 1800 57.7 5680 11510 0.34 17.6 1730 59.0 5500 12170 0.37 18.0 1680 60.6 5480 12410 0.38 18.5 1670 62.2 5460 12410 0.38 19.0 1660 63.9 5500 12660 0.38 19.5 1680 65.5 5530 12530 0.38 20.0 1690 67.2 5390 12290 0.38 20.5 1640 68.8 5340 12920 0.40 21.0 1630 70.5 5020 13050 0.41 21.5 1530 72.1 5340 13050 0.40 22.0 1630 73.7 5940 12410 0.35 22.5 1810 75.4 6060 11940 0.33 23.0 1850 77.0 6180 12410 0.34 23.5 1880 78.7 6240 12530 0.34 24.0 1900 80.3 6430 13330 0.35 24.5 1960 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-536 of 1849 Poisson's Vo Ratio (m/s) 3190 0.36 3540 0.38 3980 0.38 3940 0.40 3940 0.40 3750 0.40 3710 0.39 3710 0.37 3610 0.37 3410 0.36 3450 0.37 3640 0.39 3750 0.39 3820 0.37 3900 0.36 4020 0.38 3860 0.37 3940 0.37 3980 0.36 4060 0.36 3780 0.34 3610 0.33 3510 0.34 3710 0.37 3780 0.38 3780 0.38 3860 0.38 3820 0.38 3750 0.38 3940 0.40 3980 0.41 3980 0.40 3780 0.35 3640 0.33 3780 0.34 3820 0.34 4060 0.35 Page 534 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-213 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 81.9 6430 13610 0.36 25.0 1960 83.6 6430 14070 0.37 25.5 1960 85.2 6430 13910 0.36 26.0 1960 86.9 6430 13760 0.36 26.5 1960 88.5 6490 13470 0.35 27.0 1980 90.1 6360 13470 0.36 27.5 1940 91.8 6210 13470 0.37 28.0 1890 93.4 6180 13470 0.37 28.5 1880 95.1 6000 13330 0.37 29.0 1830 96.7 6000 13190 0.37 29.5 1830 98.3 5970 13050 0.37 30.0 1820 100.0 5970 13050 0.37 30.5 1820 101.6 6060 13190 0.37 31.0 1850 103.3 6060 13190 0.37 31.5 1850 104.9 6000 12790 0.36 32.0 1830 106.5 5730 12790 0.37 32.5 1750 108.2 5190 12660 0.40 33.0 1580 109.8 5080 12410 0.40 33.5 1550 111.5 4980 12410 0.40 34.0 1520 113.1 5500 12920 0.39 34.5 1680 114.7 5940 12920 0.37 35.0 1810 116.4 6120 13190 0.36 35.5 1860 118.0 6360 13610 0.36 36.0 1940 119.7 6460 13910 0.36 36.5 1970 121.3 6360 13610 0.36 37.0 1940 122.9 6180 13330 0.36 37.5 1880 124.6 5890 13050 0.37 38.0 1790 126.2 5940 13330 0.38 38.5 1810 127.9 6060 12920 0.36 39.0 1850 129.5 5830 12660 0.37 39.5 1780 131.1 5750 12290 0.36 40.0 1750 132.8 5600 11940 0.36 40.5 1710 134.4 5500 12060 0.37 41.0 1680 136.4 5530 12170 0.37 41.6 1690 137.7 5550 12170 0.37 42.0 1690 139.3 5550 12170 0.37 42.5 1690 141.0 5550 12170 0.37 43.0 1690 142.6 5600 12290 0.37 43.5 1710 144.3 5810 12530 0.36 44.0 1770 145.9 5890 12530 0.36 44.5 1790 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-537 of 1849 Poisson's Vo Ratio (m/s) 4150 0.36 4290 0.37 4240 0.36 4190 0.36 4110 0.35 4110 0.36 4110 0.37 4110 0.37 4060 0.37 4020 0.37 3980 0.37 3980 0.37 4020 0.37 4020 0.37 3900 0.36 3900 0.37 3860 0.40 3780 0.40 3780 0.40 3940 0.39 3940 0.37 4020 0.36 4150 0.36 4240 0.36 4150 0.36 4060 0.36 3980 0.37 4060 0.38 3940 0.36 3860 0.37 3750 0.36 3640 0.36 3680 0.37 3710 0.37 3710 0.37 3710 0.37 3710 0.37 3750 0.37 3820 0.36 3820 0.36 Page 535 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-213 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (fils) (m) (m/s) 147.6 5970 12660 0.36 45.0 1820 149.2 6180 12790 0.35 45.5 1880 150.8 6120 12660 0.35 46.0 1860 152.5 6090 12410 0.34 46.5 1860 154.1 6150 12530 0.34 47.0 1870 155.8 6150 12790 0.35 47.5 1870 157.4 6120 12790 0.35 48.0 1860 159.0 6120 13330 0.37 48.5 1860 160.7 5890 12790 0.37 49.0 1790 162.3 5780 12530 0.36 49.5 1760 164.0 5750 12170 0.36 50.0 1750 165.6 5830 12060 0.35 50.5 1780 167.2 5810 12170 0.35 51.0 1770 168.9 5700 12170 0.36 51.5 1740 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-538 of 1849 Poisson's Vo Ratio (m/s) 3860 0.36 3900 0.35 3860 0.35 3780 0.34 3820 0.34 3900 0.35 3900 0.35 4060 0.37 3900 0.37 3820 0.36 3710 0.36 3680 0.35 3710 0.35 3710 0.36 Page 536 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-219A Source to Receiver and Receiver to Receiver Analysis -+- Near-Far Receivers, Vs -r-- ~..,.. -~ -+- Near-Far Receivers, Vp -r-- J~==~~:e~~~F:~~~~~F=~~~~~~~~~~~==JE-fr--~ ._{"'). 1.0 --o-Source-Near Receiver, Vp -r----- 40 d ~ r e::;; ~ .IJ:J;:._ 100 +-~~~-+-+~~~~H-~-+-+~~-~~~R+-+~~--~+-+-~~~-+-1 c..z:.... ~ro ~e..--. ~ 120 +-~-+~--~+-~-r-+~~~~ PCt-+-~-+~--~~~1[~~--~+-~-r-+~

I:

"-t)'

==:::! Fi.

1-al-0-'

c.

A1 C){ ~ 140 +-~-+-4--~+-4-~~ - ~~~~-+-4--~+-4-~~~~~~~4-~-+~--~+-~ ~ '-: )..,-., '-'"4 :!- 160 +-~-+~--~+-~-r-+~~~ - t~~~~-+~--~+-~~~~~~~ ~-+~--~+-~ rr k:Dr' ~ I I~ 260 +-~~~-+-+~~---~~~+-+-~~~-+-+~~~--r--+-+-~~~-+~ 0 5000 10000 15000 20000 25000 VELOCITY (ft/s) Figure A-14: Boring MP-219A, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-539 of 1849 January 11, 2014 Page 537 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-14: Boring M P-219A, Suspension S-R 1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-219A American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source Poisson's and Near Receiver Vs VD Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) 29.4 2970 6660 0.38 31.1 2990 7540 0.41 32.7 3300 9310 0.43 34.4 4490 9450 0.35 36.0 4950 9450 0.31 37.6 4800 8730 0.28 39.3 4430 8440 0.31 40.9 4370 8220 0.30 42.6 4340 8010 0.29 44.2 4370 8120 0.30 45.8 4460 7670 0.25 47.5 4520 7910 0.26 49.1 4520 8670 0.31 50.8 4620 9740 0.35 52.4 4830 10550 0.37 54.0 5100 11720 0.38 55.7 5150 11830 0.38 57.3 5100 11720 0.38 57.3 5100 11830 0.39 59.0 5060 11940 0.39 60.6 5100 12170 0.39 62.2 5460 12290 0.38 63.9 6030 12790 0.36 65.9 6300 12790 0.34 67.2 6030 12790 0.36 68.8 5780 12660 0.37 70.5 5580 12290 0.37 72.1 5480 12060 0.37 73.7 5410 12290 0.38 75.4 5460 12410 0.38 77.0 5600 12290 0.37 78.7 5890 12410 0.35 80.3 5940 12920 0.37 81.9 6000 12790 0.36 83.6 5680 12920 0.38 85.2 5340 12530 0.39 86.9 5680 12410 0.37 88.5 5830 12920 0.37 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-540 of 1849 (m) (m/s) 9.0 910 9.5 910 10.0 1000 10.5 1370 11.0 1510 11.5 1460 12.0 1350 12.5 1330 13.0 1320 13.5 1330 14.0 1360 14.5 1380 15.0 1380 15.5 1410 16.0 1470 16.5 1560 17.0 1570 17.5 1560 17.5 1560 18.0 1540 18.5 1560 19.0 1660 19.5 1840 20.1 1920 20.5 1840 21.0 1760 21.5 1700 22.0 1670 22.5 1650 23.0 1660 23.5 1710 24.0 1790 24.5 1810 25.0 1830 25.5 1730 26.0 1630 26.5 1730 27.0 1780 January 11, 2014 VD Ratio (m/s) 2030 0.38 2300 0.41 2840 0.43 2880 0.35 2880 0.31 2660 0.28 2570 0.31 2510 0.30 2440 0.29 2470 0.30 2340 0.25 2410 0.26 2640 0.31 2970 0.35 3220 0.37 3570 0.38 3610 0.38 3570 0.38 3610 0.39 3640 0.39 3710 0.39 3750 0.38 3900 0.36 3900 0.34 3900 0.36 3860 0.37 3750 0.37 3680 0.37 3750 0.38 3780 0.38 3750 0.37 3780 0.35 3940 0.37 3900 0.36 3940 0.38 3820 0.39 3780 0.37 3940 0.37 Page 538 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-219A American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 90.1 6360 13610 0.36 27.5 1940 91.8 6660 13610 0.34 28.0 2030 93.4 6490 14070 0.36 28.5 1980 93.4 6390 13760 0.36 28.5 1950 95.1 6390 14070 0.37 29.0 1950 96.7 6300 13610 0.36 29.5 1920 98.3 6300 13330 0.36 30.0 1920 100.0 6490 13610 0.35 30.5 1980 101.6 6360 13610 0.36 31.0 1940 103.3 6300 13470 0.36 31.5 1920 104.9 6240 13050 0.35 32.0 1900 106.5 6090 13050 0.36 32.5 1860 108.2 5890 13190 0.38 33.0 1790 110.1 6530 13760 0.35 33.6 1990 111.5 7110 15070 0.36 34.0 2170 113.1 7670 16230 0.36 34.5 2340 114.7 8670 17340 0.33 35.0 2640 116.4 9040 18090 0.33 35.5 2760 118.0 8980 18090 0.34 36.0 2740 119.7 9170 18350 0.33 36.5 2800 121.3 9310 18090 0.32 37.0 2840 122.9 9660 18350 0.31 37.5 2950 124.6 9970 19480 0.32 38.0 3040 126.2 9660 18350 0.31 38.5 2950 127.9 9450 18090 0.31 39.0 2880 129.5 9110 17110 0.30 39.5 2780 131.1 8920 16660 0.30 40.0 2720 132.8 8670 16440 0.31 40.5 2640 134.4 8550 16660 0.32 41.0 2610 136.1 8380 16030 0.31 41.5 2560 137.7 8330 15830 0.31 42.0 2540 139.3 8170 16030 0.32 42.5 2490 141.0 8120 15830 0.32 43.0 2470 142.6 8550 16440 0.31 43.5 2610 144.3 8790 17110 0.32 44.0 2680 145.9 8850 16660 0.30 44.5 2700 147.6 8980 16880 0.30 45.0 2740 149.2 8730 16660 0.31 45.5 2660 150.8 8670 16880 0.32 46.0 2640 152.5 8610 16440 0.31 46.5 2630 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-541 of 1849 Poisson's Vo Ratio (m/s) 4150 0.36 4150 0.34 4290 0.36 4190 0.36 4290 0.37 4150 0.36 4060 0.36 4150 0.35 4150 0.36 4110 0.36 3980 0.35 3980 0.36 4020 0.38 4190 0.35 4590 0.36 4950 0.36 5290 0.33 5510 0.33 5510 0.34 5590 0.33 5510 0.32 5590 0.31 5940 0.32 5590 0.31 5510 0.31 5210 0.30 5080 0.30 5010 0.31 5080 0.32 4880 0.31 4820 0.31 4880 0.32 4820 0.32 5010 0.31 5210 0.32 5080 0.30 5150 0.30 5080 0.31 5150 0.32 5010 0.31 Page 539 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-219A American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 154.1 8440 16440 0.32 47.0 2570 155.8 8670 17340 0.33 47.5 2640 157.4 9040 18090 0.33 48.0 2760 159.0 9590 18900 0.33 48.5 2920 160.7 10130 19180 0.31 49.0 3090 162.3 10550 19780 0.30 49.5 3220 164.0 10730 20100 0.30 50.0 3270 165.6 10640 20100 0.31 50.5 3240 167.2 10460 19780 0.31 51.0 3190 168.9 10380 19480 0.30 51.5 3160 170.5 10130 19480 0.31 52.0 3090 172.2 10210 19180 0.30 52.5 3110 173.8 9970 18620 0.30 53.0 3040 175.4 9890 18620 0.30 53.5 3010 177.1 9660 18350 0.31 54.0 2950 178.7 9520 18620 0.32 54.5 2900 180.4 9590 19780 0.35 55.0 2920 182.0 9450 20100 0.36 55.5 2880 183.6 9450 19480 0.35 56.0 2880 185.3 9660 19780 0.34 56.5 2950 186.9 9660 19180 0.33 57.0 2950 188.6 9380 18620 0.33 57.5 2860 190.2 9520 18090 0.31 58.0 2900 191.8 9660 18900 0.32 58.5 2950 193.5 9970 19180 0.32 59.0 3040 195.1 9970 19180 0.32 59.5 3040 196.8 9660 18620 0.32 60.0 2950 198.4 9450 18620 0.33 60.5 2880 200.0 8980 17340 0.32 61.0 2740 201.7 8610 17110 0.33 61.5 2630 203.3 8270 15830 0.31 62.0 2520 205.0 8010 14720 0.29 62.5 2440 206.6 7770 16030 0.35 63.0 2370 208.6 8220 16230 0.33 63.6 2510 209.9 8330 15830 0.31 64.0 2540 211.5 8060 15440 0.31 64.5 2460 213.2 8270 16030 0.32 65.0 2520 214.8 7910 14890 0.30 65.5 2410 216.4 7450 14070 0.31 66.0 2270 218.1 7110 14220 0.33 66.5 2170 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-542 of 1849 Poisson's Vo Ratio (m/s) 5010 0.32 5290 0.33 5510 0.33 5760 0.33 5850 0.31 6030 0.30 6130 0.30 6130 0.31 6030 0.31 5940 0.30 5940 0.31 5850 0.30 5670 0.30 5670 0.30 5590 0.31 5670 0.32 6030 0.35 6130 0.36 5940 0.35 6030 0.34 5850 0.33 5670 0.33 5510 0.31 5760 0.32 5850 0.32 5850 0.32 5670 0.32 5670 0.33 5290 0.32 5210 0.33 4820 0.31 4490 0.29 4880 0.35 4950 0.33 4820 0.31 4710 0.31 4880 0.32 4540 0.30 4290 0.31 4340 0.33 Page 540 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-219A American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 219.7 7190 14890 0.35 67.0 2190 221.4 7360 15630 0.36 67.5 2240 223.0 7770 16030 0.35 68.0 2370 224.7 7960 16230 0.34 68.5 2430 226.3 8270 16230 0.32 69.0 2520 227.9 8440 16440 0.32 69.5 2570 229.6 8920 17580 0.33 70.0 2720 231.2 9240 18090 0.32 70.5 2820 232.9 8730 17110 0.32 71.0 2660 234.5 8610 16880 0.32 71.5 2630 236.1 7670 15440 0.34 72.0 2340 237.8 7580 14890 0.33 72.5 2310 239.1 7810 15440 0.33 72.9 2380 241.1 8010 15440 0.32 73.5 2440 242.7 7960 15630 0.32 74.0 2430 244.3 7910 15830 0.33 74.5 2410 246.0 7580 15070 0.33 75.0 2310 247.6 7360 15070 0.34 75.5 2240 249.3 7320 14550 0.33 76.0 2230 250.9 7150 14070 0.33 76.5 2180 252.5 7110 13610 0.31 77.0 2170 254.2 7450 14220 0.31 77.5 2270 255.8 7810 15250 0.32 78.0 2380 257.5 8120 15830 0.32 78.5 2470 259.1 8270 15630 0.31 79.0 2520 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-543 of 1849 Poisson's Vo Ratio (m/s) 4540 0.35 4760 0.36 4880 0.35 4950 0.34 4950 0.32 5010 0.32 5360 0.33 5510 0.32 5210 0.32 5150 0.32 4710 0.34 4540 0.33 4710 0.33 4710 0.32 4760 0.32 4820 0.33 4590 0.33 4590 0.34 4440 0.33 4290 0.33 4150 0.31 4340 0.31 4650 0.32 4820 0.32 4760 0.31 Page 541 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 0 20 40 60 80 100 120 140 160 - 180 £

I: 200 1-c.

w c 220 240 260 280 300 320 340 360 380 400 420 CLINCH RIVER SMR PROJECT BOREHOLE MP-401 Source to Receiver and Receiver to Receiver Analysis _,.,ooer ~ ""A -.u-z A" - a Cool ~ ~ ~ ~ - - -+- Near-Far Receivers, Vs Elll ~ = --o-Source-Near Receiver, Vs = -+- Near-Far Receivers, Vp

Joe'

...J- '"VJ< I.O'l IIJ ~ 'W .n 1-'W: - <i

r-1-{

""'-<[ "( R-0 5000 10000 15000 20000 VELOCITY (ft/s) 25000 Figure A-15: Boring MP-401, Suspension S-R1 P-and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-544 of 1849 January 11, 2014 Page 542 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Table A-15: Boring MP-401, Suspension S-R1 depths and P-and Swwave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source Poisson's and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) 9.8 7110 12060 0.23 11.4 9450 17110 0.28 13.0 10550 19480 0.29 14.7 10730 19780 0.29 16.3 11300 19780 0.26 18.0 11300 19780 0.26 19.6 11510 20100 0.26 21.2 11200 19780 0.26 22.9 11830 20100 0.23 24.5 11610 19780 0.24 26.2 11410 19780 0.25 27.8 11110 20100 0.28 29.4 11110 20420 0.29 31.1 11200 20750 0.29 32.7 11110 20750 0.30 34.4 10910 20420 0.30 36.0 10910 20750 0.31 37.6 10820 20750 0.31 39.3 10910 20750 0.31 40.9 10910 21100 0.32 42.6 10640 20750 0.32 44.2 10550 20420 0.32 45.8 10460 20100 0.31 47.5 10460 19480 0.30 49.1 10640 19780 0.30 50.8 10380 20100 0.32 52.4 10380 19780 0.31 54.0 10210 19780 0.32 55.7 10640 20100 0.31 57.3 10820 20100 0.30 59.0 11110 20420 0.29 60.6 11110 20100 0.28 62.2 11110 20100 0.28 63.9 10730 20420 0.31 65.5 10640 20420 0.31 67.2 10640 20100 0.31 68.8 10730 19780 0.29 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-545 of 1849 (m) (m/s) 3.0 2170 3.5 2880 4.0 3220 4.5 3270 5.0 3450 5.5 3450 6.0 3510 6.5 3410 7.0 3610 7.5 3540 8.0 3480 8.5 3380 9.0 3380 9.5 3410 10.0 3380 10.5 3330 11.0 3330 11.5 3300 12.0 3330 12.5 3330 13.0 3240 13.5 3220 14.0 3190 14.5 3190 15.0 3240 15.5 3160 16.0 3160 16.5 3110 17.0 3240 17.5 3300 18.0 3380 18.5 3380 19.0 3380 19.5 3270 20.0 3240 20.5 3240 21.0 3270 January 11, 2014 Vo Ratio (m/s) 3680 0.23 5210 0.28 5940 0.29 6030 0.29 6030 0.26 6030 0.26 6130 0.26 6030 0.26 6130 0.23 6030 0.24 6030 0.25 6130 0.28 6220 0.29 6330 0.29 6330 0.30 6220 0.30 6330 0.31 6330 0.31 6330 0.31 6430 0.32 6330 0.32 6220 0.32 6130 0.31 5940 0.30 6030 0.30 6130 0.32 6030 0.31 6030 0.32 6130 0.31 6130 0.30 6220 0.29 6130 0.28 6130 0.28 6220 0.31 6220 0.31 6130 0.31 6030 0.29 Page 543 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 70.5 10730 19780 0.29 21.5 3270 72.1 10730 19780 0.29 22.0 3270 73.7 10460 19780 0.31 22.5 3190 75.4 10460 19480 0.30 23.0 3190 77.0 10290 18900 0.29 23.5 3140 78.7 10130 18620 0.29 24.0 3090 80.3 10290 18900 0.29 24.5 3140 81.9 10290 18620 0.28 25.0 3140 83.6 10290 18350 0.27 25.5 3140 85.2 10210 18350 0.28 26.0 3110 86.9 10290 18900 0.29 26.5 3140 88.5 10550 18900 0.27 27.0 3220 90.1 10290 18620 0.28 27.5 3140 91.8 10210 18900 0.29 28.0 3110 93.4 10210 19180 0.30 28.5 3110 95.1 10380 19180 0.29 29.0 3160 96.7 10380 19180 0.29 29.5 3160 98.7 10050 18620 0.29 30.1 3060 100.3 9890 18350 0.30 30.6 3010 101.6 9890 18350 0.30 31.0 3010 103.3 10210 18620 0.28 31.5 3110 104.9 10380 19180 0.29 32.0 3160 106.5 10640 19180 0.28 32.5 3240 108.2 10820 19180 0.27 33.0 3300 109.8 10640 18900 0.27 33.5 3240 111.5 10640 18350 0.25 34.0 3240 113.1 10460 18350 0.26 34.5 3190 114.7 10210 18620 0.28 35.0 3110 116.4 10550 18900 0.27 35.5 3220 118.0 11010 19780 0.28 36.0 3360 119.7 11010 20100 0.29 36.5 3360 121.3 11110 20100 0.28 37.0 3380 122.9 10910 19780 0.28 37.5 3330 124.6 11010 19480 0.27 38.0 3360 126.2 11010 19480 0.27 38.5 3360 127.9 11110 20100 0.28 39.0 3380 129.5 11110 20420 0.29 39.5 3380 131.1 10910 20100 0.29 40.0 3330 132.8 10910 20420 0.30 40.5 3330 134.4 10820 20420 0.30 41.0 3300 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-546 of 1849 Poisson's Vo Ratio (m/s) 6030 0.29 6030 0.29 6030 0.31 5940 0.30 5760 0.29 5670 0.29 5760 0.29 5670 0.28 5590 0.27 5590 0.28 5760 0.29 5760 0.27 5670 0.28 5760 0.29 5850 0.30 5850 0.29 5850 0.29 5670 0.29 5590 0.30 5590 0.30 5670 0.28 5850 0.29 5850 0.28 5850 0.27 5760 0.27 5590 0.25 5590 0.26 5670 0.28 5760 0.27 6030 0.28 6130 0.29 6130 0.28 6030 0.28 5940 0.27 5940 0.27 6130 0.28 6220 0.29 6130 0.29 6220 0.30 6220 0.30 Page 544 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 136.1 10820 20100 0.30 41.5 3300 137.7 10820 19780 0.29 42.0 3300 139.3 10820 19480 0.28 42.5 3300 141.0 10730 19480 0.28 43.0 3270 142.6 10730 19480 0.28 43.5 3270 144.3 10730 19180 0.27 44.0 3270 145.9 10910 19480 0.27 44.5 3330 147.6 10910 20100 0.29 45.0 3330 149.2 10730 20100 0.30 45.5 3270 150.8 10730 20420 0.31 46.0 3270 152.5 10820 20420 0.30 46.5 3300 154.1 10910 20420 0.30 47.0 3330 155.8 10910 20750 0.31 47.5 3330 157.4 11110 20420 0.29 48.0 3380 159.0 11110 20750 0.30 48.5 3380 160.7 10910 20100 0.29 49.0 3330 162.3 10820 19780 0.29 49.5 3300 164.0 11110 20100 0.28 50.0 3380 165.6 11010 20100 0.29 50.5 3360 167.2 10910 20420 0.30 51.0 3330 168.9 11010 20100 0.29 51.5 3360 170.5 10820 19780 0.29 52.0 3300 172.2 10820 20100 0.30 52.5 3300 173.8 10820 20100 0.30 53.0 3300 175.4 10820 20420 0.30 53.5 3300 177.1 11010 20750 0.30 54.0 3360 178.7 11110 20750 0.30 54.5 3380 180.4 11110 21100 0.31 55.0 3380 182.0 11110 20750 0.30 55.5 3380 183.6 11010 20750 0.30 56.0 3360 185.3 11110 21100 0.31 56.5 3380 186.9 11010 21100 0.31 57.0 3360 188.6 11010 20420 0.30 57.5 3360 190.2 11010 20100 0.29 58.0 3360 191.8 11010 19780 0.28 58.5 3360 193.5 10730 19480 0.28 59.0 3270 195.1 10730 19180 0.27 59.5 3270 196.8 10640 18900 0.27 60.0 3240 198.4 10550 18900 0.27 60.5 3220 200.0 10460 19480 0.30 61.0 3190 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-547 of 1849 Poisson's Vo Ratio (m/s) 6130 0.30 6030 0.29 5940 0.28 5940 0.28 5940 0.28 5850 0.27 5940 0.27 6130 0.29 6130 0.30 6220 0.31 6220 0.30 6220 0.30 6330 0.31 6220 0.29 6330 0.30 6130 0.29 6030 0.29 6130 0.28 6130 0.29 6220 0.30 6130 0.29 6030 0.29 6130 0.30 6130 0.30 6220 0.30 6330 0.30 6330 0.30 6430 0.31 6330 0.30 6330 0.30 6430 0.31 6430 0.31 6220 0.30 6130 0.29 6030 0.28 5940 0.28 5850 0.27 5760 0.27 5760 0.27 5940 0.30 Page 545 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 201.7 10290 19180 0.30 61.5 3140 203.3 10290 19480 0.31 62.0 3140 205.0 10290 19480 0.31 62.5 3140 206.6 10210 19780 0.32 63.0 3110 208.2 10210 20100 0.33 63.5 3110 209.9 10290 20420 0.33 64.0 3140 211.5 10380 20420 0.33 64.5 3160 213.2 10550 20420 0.32 65.0 3220 214.8 10820 20750 0.31 65.5 3300 216.4 11110 20750 0.30 66.0 3380 218.1 10820 21100 0.32 66.5 3300 219.7 10640 21830 0.34 67.0 3240 221.4 10460 21460 0.34 67.5 3190 223.0 10210 20100 0.33 68.0 3110 224.7 9660 19480 0.34 68.5 2950 226.3 9310 19480 0.35 69.0 2840 227.9 9810 19180 0.32 69.5 2990 229.6 10130 19480 0.31 70.0 3090 231.2 10290 20100 0.32 70.5 3140 232.9 10290 19180 0.30 71.0 3140 234.5 10210 18620 0.28 71.5 3110 236.1 9970 18900 0.31 72.0 3040 237.8 9890 18900 0.31 72.5 3010 239.4 9890 18900 0.31 73.0 3010 241.1 10130 19180 0.31 73.5 3090 242.7 10290 19180 0.30 74.0 3140 244.3 10380 19480 0.30 74.5 3160 246.0 10550 19780 0.30 75.0 3220 247.6 10290 19480 0.31 75.5 3140 249.3 10210 19780 0.32 76.0 3110 250.9 10290 20100 0.32 76.5 3140 252.5 10550 20100 0.31 77.0 3220 254.2 10640 20100 0.31 77.5 3240 255.8 10910 20420 0.30 78.0 3330 257.5 10820 20100 0.30 78.5 3300 259.1 10730 20100 0.30 79.0 3270 260.7 10550 19780 0.30 79.5 3220 262.4 10550 19480 0.29 80.0 3220 264.0 10730 19780 0.29 80.5 3270 265.7 10820 20100 0.30 81.0 3300 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-548 of 1849 Poisson's Vo Ratio (m/s) 5850 0.30 5940 0.31 5940 0.31 6030 0.32 6130 0.33 6220 0.33 6220 0.33 6220 0.32 6330 0.31 6330 0.30 6430 0.32 6650 0.34 6540 0.34 6130 0.33 5940 0.34 5940 0.35 5850 0.32 5940 0.31 6130 0.32 5850 0.30 5670 0.28 5760 0.31 5760 0.31 5760 0.31 5850 0.31 5850 0.30 5940 0.30 6030 0.30 5940 0.31 6030 0.32 6130 0.32 6130 0.31 6130 0.31 6220 0.30 6130 0.30 6130 0.30 6030 0.30 5940 0.29 6030 0.29 6130 0.30 Page 546 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 267.3 11010 19480 0.27 81.5 3360 268.9 11110 19180 0.25 82.0 3380 270.6 11110 19180 0.25 82.5 3380 272.2 11200 19480 0.25 83.0 3410 273.9 11200 18900 0.23 83.5 3410 275.5 10910 18900 0.25 84.0 3330 277.1 10820 18900 0.26 84.5 3300 278.8 10730 19180 0.27 85.0 3270 280.4 10730 18900 0.26 85.5 3270 282.1 10640 18900 0.27 86.0 3240 283.7 10460 19180 0.29 86.5 3190 285.3 10460 18900 0.28 87.0 3190 287.0 10550 18900 0.27 87.5 3220 288.6 10820 19180 0.27 88.0 3300 290.3 11110 19480 0.26 88.5 3380 291.9 10820 18900 0.26 89.0 3300 293.5 10550 18620 0.26 89.5 3220 295.2 10050 18900 0.30 90.0 3060 296.8 9740 18900 0.32 90.5 2970 298.5 9450 18620 0.33 91.0 2880 300.1 9450 18900 0.33 91.5 2880 301.8 9520 18900 0.33 92.0 2900 303.4 9590 18620 0.32 92.5 2920 305.0 9890 18350 0.30 93.0 3010 306.7 10460 18350 0.26 93.5 3190 308.3 10550 18900 0.27 94.0 3220 310.0 10730 19180 0.27 94.5 3270 311.6 11010 19180 0.25 95.0 3360 313.2 10550 18900 0.27 95.5 3220 314.9 10210 18900 0.29 96.0 3110 316.5 9810 18900 0.32 96.5 2990 318.2 9810 19480 0.33 97.0 2990 319.8 9970 19780 0.33 97.5 3040 321.4 10460 19480 0.30 98.0 3190 323.1 10910 20100 0.29 98.5 3330 324.7 11010 20420 0.30 99.0 3360 326.4 10820 20100 0.30 99.5 3300 328.0 10640 20100 0.31 100.0 3240 329.6 10460 20100 0.31 100.5 3190 331.3 10380 20100 0.32 101.0 3160 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-549 of 1849 Poisson's Vo Ratio (m/s) 5940 0.27 5850 0.25 5850 0.25 5940 0.25 5760 0.23 5760 0.25 5760 0.26 5850 0.27 5760 0.26 5760 0.27 5850 0.29 5760 0.28 5760 0.27 5850 0.27 5940 0.26 5760 0.26 5670 0.26 5760 0.30 5760 0.32 5670 0.33 5760 0.33 5760 0.33 5670 0.32 5590 0.30 5590 0.26 5760 0.27 5850 0.27 5850 0.25 5760 0.27 5760 0.29 5760 0.32 5940 0.33 6030 0.33 5940 0.30 6130 0.29 6220 0.30 6130 0.30 6130 0.31 6130 0.31 6130 0.32 Page 547 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc. Clinch River SMR Project AMEC Project 6468-13-1072 Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Source-to-Receiver Travel Time Data - Borehole MP-401 American Units Metric Units Depth at Midpoint Velocity Depth at Midpoint Velocity Between Source Poisson's Between Source and Near Receiver Vs Vo Ratio and Near Receiver Vs (ft) (ft/s) (ft/s) (m) (m/s) 332.9 10550 20420 0.32 101.5 3220 334.6 10820 20420 0.30 102.0 3300 336.2 11110 20750 0.30 102.5 3380 337.8 11110 21100 0.31 103.0 3380 339.5 11010 20750 0.30 103.5 3360 341.1 10820 20420 0.30 104.0 3300 342.8 10910 20100 0.29 104.5 3330 344.4 11110 20100 0.28 105.0 3380 346.0 11110 19780 0.27 105.5 3380 347.7 11200 20100 0.27 106.0 3410 349.3 11200 20100 0.27 106.5 3410 351.0 10910 19780 0.28 107.0 3330 352.6 10640 18900 0.27 107.5 3240 354.2 10290 18900 0.29 108.0 3140 355.9 10290 19180 0.30 108.5 3140 357.5 10380 19780 0.31 109.0 3160 359.2 10730 20100 0.30 109.5 3270 360.8 10910 20420 0.30 110.0 3330 362.4 11200 20750 0.29 110.5 3410 364.1 11200 21100 0.30 111.0 3410 365.7 11200 21100 0.30 111.5 3410 367.4 11010 20100 0.29 112.0 3360 369.0 10640 19780 0.30 112.5 3240 370.6 10460 19480 0.30 113.0 3190 372.3 10290 19480 0.31 113.5 3140 373.9 9890 19480 0.33 114.0 3010 375.6 9970 19180 0.32 114.5 3040 377.2 9890 18900 0.31 115.0 3010 378.9 9810 18900 0.32 115.5 2990 380.5 10380 19780 0.31 116.0 3160 382.1 10730 21100 0.33 116.5 3270 383.8 10910 21460 0.33 117.0 3330 385.4 11010 21460 0.32 117.5 3360 387.1 11010 21830 0.33 118.0 3360 388.7 10910 21460 0.33 118.5 3330 390.3 10640 20750 0.32 119.0 3240 392.0 10820 20750 0.31 119.5 3300 393.6 10820 20420 0.30 120.0 3300 395.3 10910 20750 0.31 120.5 3330 396.9 10730 20420 0.31 121.0 3270 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 January 11, 2014 Page C1-550 of 1849 Poisson's Vo Ratio (m/s) 6220 0.32 6220 0.30 6330 0.30 6430 0.31 6330 0.30 6220 0.30 6130 0.29 6130 0.28 6030 0.27 6130 0.27 6130 0.27 6030 0.28 5760 0.27 5760 0.29 5850 0.30 6030 0.31 6130 0.30 6220 0.30 6330 0.29 6430 0.30 6430 0.30 6130 0.29 6030 0.30 5940 0.30 5940 0.31 5940 0.33 5850 0.32 5760 0.31 5760 0.32 6030 0.31 6430 0.33 6540 0.33 6540 0.32 6650 0.33 6540 0.33 6330 0.32 6330 0.31 6220 0.30 6330 0.31 6220 0.31 Page 548 of 1847 RCN: CRP-111 0.0}}

ML18003A769

Text

Navigation menu

Search