Text

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages51-100
	ML19030A666
Person / Time
Site:	Clinch River
Issue date:	01/18/2019
From:	James Shea; Tennessee Valley Authority
To:	; Office of New Reactors
	Fetter A
References
	TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
	Download: ML19030A666 (50)
	v • d • e

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-212*

MP-212*

MP-213*

MP-219A MP-219A MP-219A MP-219A MP-219A MP-219A MP-219A MP-219A Table 2, continued. Logging dates and depth ranges TOOL AND RUN DEPTH\\'!

OPEN SAMPLE NUMBER RANGE HOLE INTERVAL (FEET)

(FEET)

FTC DOWN01 0-454.6 461 0.05 DUIN/GAMMA UP01 459.9-11.6 461 0.05 DUIN/GAMMA UP02 85.1 -47.25 461 0.05 HIRAT DOWN01 3.8-459.5 461 0.04 HIRAT UP01 459.4-44.5 461 0.004 DUIN/GAMMA UP01 459.85-11.6 461 0.05 DUIN/GAMMA UP02 85.1 -4725 461 0.05 HIRAT UP02 50.0-13.0 461 0.004 SUSPENSION DOWN01 14.8-446.2 461 1.6 CALIPER/GAMMA UP01 459.7-11.0 461 0.05 DUIN/GAMMA UP01 176.95-44 177.8 0.05 SUSPENSION DOWN01 45.93-164.04 177.8 1.6 CALIPER/GAMMA UP01 176.75-3 177.8 0.05 HIRAT DOWN01 45-176.7 177.8 0.04 HIRAT UP01 176.6-43 177.8 0.004 HIRAT UP02 65-43 177.8 0.004 HIRAT DOWN01 15-175.6 177.3 0.04 HIRAT UP01 175.6-13.5 177.3 0.004 DUIN/GAMMA UP01 176.8-15 177.3 0.05 SUSPENSION DOWN01 16.40-164.04 177.3 1.6 CALIPER/GAMMA UP01 176.75-4 177.3 0.05 DUIN/GAMMA UP01 268.5-23.5 269.1 0.05 CALIPER/GAMMA UP01 268.4-3.5 269.1 0.05 HIRAT DOWN01 22-268.2 269.1 0.04 HIRAT UP01 268.15 - 23.4 269.1 0.004 HIRAT UP02 50-47.6 269.1 0.004 SUSPENSION DOWN01 24.61 - 52.49 269.1 1.6 SUSPENSION DOWN02 52.49-88.58 269.1 1.6 SUSPENSION DOWN03 88.58-254.27 269.1 1.6 (1)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS DATE LOGGED 6/27/2013 6/27/2013 6/27/2013 6/27/2013 6/27/2013 6/27/2013 6/27/2013 7/3/2013 7/3/2013 7/3/2013 8/4/2013 8/4/2013 8/4/2013 8/4/2013 8/4/2013 8/4/2013 8/3/2013 8/3/2013 8/3/2013 8/3/2013 8/3/2013 8/2/2013 8/2/2013 8/2/2013 8/2/2013 8/2/2013 8/2/2013 8/2/2013 8/2/2013 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 49 of 1847 RCN: CRP-111 0.0 Page C1-51 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-401 MP-401 MP-401 MP-401 MP-401 MP-401 MP-401 MP-409 MP-409 MP-409 MP-409 MP-409 MP-409 MP-409 MP-412 MP-412 MP-412 MP-412 MP-412 MP-412 MP-412 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 Table 2, continued. Logging dates and depth ranges

\\l)

TOOL AND RUN DEPTH\\'!

OPEN SAMPLE NUMBER RANGE HOLE INTERVAL (FEET)

(FEET)

FTC DOWN01 0-415.0 419.6 0.05 SUSPENSION DOWN01 4.9-405.2 419.6 1.6 DUIN/GAMMA UP01 418.8-4.5 419.6 0.05 HIRAT DOWN01 2.78-418.6 419.6 0.04 HIRAT UP01 418.5-2.78 419.6 0.004 HIRAT UP02 25.0-2.78 419.6 0.004 CALIPER/GAMMA UP01 418.5-3.0 419.6 0.05 FTC DOWN01 0-246.3 251.5 0.05 HIRAT DOWN01 3.1 249.3 251.5 0.04 HIRAT UP01 249.1-34.7 251.5 0.004 SUSPENSION DOWN01 52.49-237.86 251.5 1.6 DUIN/GAMMA UP01 251.5-48.85 251.5 0.05 DUIN/GAMMA UP02 96.25-69.7 251.5 0.05 CALIPER/GAMMA UP01 249.2-4.2 251.5 0.05 DUIN/GAMMA UP01 319.45-9.65 321 0.05 DUIN/GAMMA UP02 55.55-18.7 321 0.05 HIRAT DOWN01 2.7-319.7 321 0.04 HIRAT UP01 319.5-13.3 321 0.004 HIRAT UP02 28.2-13.1 321 0.004 SUSPENSION DOWN01 16.40 - 305.12 321 1.6 CALIPER/GAMMA UP01 319.75-1.35 321 0.05 FTC DOWN01 0-314.95 320 0.05 DUIN/GAMMA UP01 318.6-5.3 320 0.05 CALIPER/GAMMA UP01 318.65-4.75 320 0.05 HIRAT DOWN 01 4.3-314.5 320 0.04 HIRAT UP01 314.0-287.3 320 0.004 HIRAT UP02 314.5-20.4 320 0.004 SUSPENSION DOWN01 21.33-306.76 320 1.6 SUSPENSION DOWN02 9.8-32.8 320 1.6 HIRAT UP03 35.0- 8.8 320 0.004 ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS DATE LOGGED 7/8/2013 7/8/2013 7/9/2013 7/9/2013 7/9/2013 7/9/2013 7/9/2013 8/16/2013 8/16/2013 8/16/2013 8/17/2013 8/17/2013 8/17/2013 8/17/2013 7/21/2013 7/21/2013 7/21/2013 7/21/2013 7/21/2013 7/22/2013 7/22/2013 6/20/2013 6/20/2013 6/20/2013 6/21/2013 6/21/2013 6/21/2013 6/21/2013 7/7/2013 7/7/2013 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 50 of 1847 RCN: CRP-111 0.0 Page C1-52 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-416 MP-416 MP-416 MP-416 MP-416 MP-416 MP-416 MP-417 MP-417 MP-417 MP-417 MP-417 MP-417 MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A Table 2, continued. Logging dates and depth ranges

\\l)

TOOL AND RUN DEPTH\\'!

OPEN SAMPLE NUMBER RANGE HOLE INTERVAL (FEET)

(FEET)

FTC DOWN02 0-316.2 321.7 0.05 DUIN/GAMMA UP01 320.5-72.0 321.7 0.05 SUSPENSION DOWN01 73.8-306.8 321.7 1.6 HIRAT DOWN01 70-320.5 321.7 0.04 HIRAT UP01 320.3-72.0 321.7 0.004 HIRAT UP02 100.0-72.0 321.7 0.004 CALIPER/GAMMA UP01 320.25-4.0 321.7 0.05 FTC DOWN01 0-313.25 320 0.05 DUIN/GAMMA UP01 319.25-44.4 320 0.05 HIRAT DOWN01 2.8-319.0 320 0.04 HIRAT UP01 318.8-45.8 320 0.004 SUSPENSION DOWN01 49.2-306.8 320 1.6 CALIPER/GAMMA UP01 318.0-40.15 320 0.05 FTC DOWN01 0-316.4 320.6 0.05 DUIN/GAMMA UP01 320.0- 78.5 320.6 0.05 SUSPENSION DOWN01 80.4-306.8 320.6 1.6 HIRAT DOWN01 80.5-319.7 320.6 0.04 HIRAT UP01 319.7-74.0 320.6 0.004 HIRAT UP02 105.0-77.0 320.6 0.004 CALIPER/GAMMA UP01 319.9-3.0 320.6 0.05 DUIN/GAMMA UP02 80.45-52.5 320.6 0.05 SUSPENSION DOWN02 54.13-67.26 320.6 1.6 SUSPENSION DOWN03 62.34-82.02 320.6 1.6 HIRAT UP03 95.0-53.0 320.6 0.004 HIRAT DOWN02 54.0-95.0 320.6 0.05 CALIPER/GAMMA UP02 95.0-35.0 320.6 0.04 ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS DATE LOGGED 7/7/2013 7/7/2013 7/7/2013 7/8/2013 7/8/2013 7/8/2013 7/8/2013 6/26/2013 6/26/2013 6/26/2013 6/26/2013 6/26/2013 6/26/2013 7/5/2013 7/5/2013 7/5/2013 7/5/2013 7/5/2013 7/5/2013 7/5/2013 8/1/2013 8/1/2013 8/1/2013 8/1/2013 8/1/2013 8/1/2013 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 51 of 1847 RCN: CRP-111 0.0 Page C1-53 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-419 MP-419 MP-419 MP-419 MP-419 MP-419 MP-420 MP-420 MP-420 MP-420 MP-420 MP-420 MP-420 MP-420 MP-421 MP-421 MP-421 MP-421 MP-421 MP-421 MP-421 MP-422 MP-422 MP-422 MP-422 MP-422 MP-422 MP-422 Table 2, continued. Logging dates and depth ranges

\\I)

TOOL AND RUN DEPTH 1'!

OPEN SAMPLE NUMBER RANGE HOLE INTERVAL (FEET)

(FEET)

FTC DOWN01 0-316.6 321 0.05 DUIN/GAMMA UP01 320.2-48.75 321 0.05 HIRAT DOWN01 4.5-320.0 321 0.04 HIRAT UP01 319.2-50.7 321 0.004 SUSPENSION DOWN01 54.13-306.76 321 1.6 CALIPER/GAMMA UP01 319.95-42.15 321 0.05 FTC DOWN01 0-311.6 319.4 0.05 SUSPENSION DOWN01 47.57-305.12 319.4 1.6 HIRAT DOWN01 47-319.1 319.4 0.04 HIRAT UP01 319.0-49.0 319.4 0.004 HIRAT UP02 70.0-49.0 319.4 0.004 DUIN/GAMMA UP01 318.8-45.8 319.4 0.05 DUIN/GAMMA UP02 112-79.65 319.4 0.05 CALIPER/GAMMA UP01 318.0-3.3 319.4 0.05 FTC DOWN01 0-316.5 320.3 0.05 HIRAT DOWN01 4.3-319.2 320.3 0.04 HIRAT UP01 319.2-47.5 320.3 0.004 DUIN/GAMMA UP01 320.1 - 47.45 320.3 0.05 DUIN/GAMMA UP02 113.38-85.45 320.3 0.05 CALIPER/GAMMA UP01 318.5-3.75 320.3 0.05 SUSPENSION DOWN01 50.85-306.76 320.3 1.6 FTC DOWN01 0-315.3 320 0.05 DUIN/GAMMA UP01 319.0-9.2 320 0.05 HIRAT DOWN01 4.5-318.8 320 0.04 HIRAT UP01 318.7-42.9 320 0.004 SUSPENSION DOWN01 13.1-306.8 320 1.6 HIRAT UP02 49.4-10.5 320 0.004 CALIPER/GAMMA UP01 317.1-6.3 320 0.05 ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS DATE LOGGED 6/23/2013 6/23/2013 6/23/2013 6/23/2013 6/24/2013 6/24/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/11/2013 7/16/2013 7/16/2013 7/16/2013 7/18/2013 7/18/2013 7/18/2013 7/19/2013 7/19/2013 7/19/2013 7/19/2013 6/24/2013 6/24/2013 6/24/2013 6/24/2013 6/25/2013 6/25/2013 6/25/2013 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 52 of 1847 RCN: CRP-111 0.0 Page C1-54 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-423 MP-423 MP-423 MP-423 MP-423 MP-423 MP-423 MP-425*

MP-425*

MP-426*

MP-428 MP-428 MP-428 MP-428 MP-428 MP-428 MP-429 MP-429 MP-429 MP-429 MP-429 MP-429 Table 2, continued. Logging dates and depth ranges

\\l)

TOOL AND RUN DEPTH\\'!

OPEN SAMPLE NUMBER RANGE HOLE INTERVAL (FEET)

(FEET)

FTC DOWN01 0-316.5 319 0.05 DUIN/GAMMA UP01 318.75-39.75 319 0.05 DUIN/GAMMA UP02 97.7-63.65 319 0.05 HIRAT DOWN01 4.5-318.7 319 0.04 HIRAT UP01 318.7-41.5 319 0.004 SUSPENSION DOWN01 47.57-305.12 319 1.6 CALIPER/GAMMA UP01 318.65-2.75 319 0.05 DUIN/GAMMA UP01 271.85-5.55 272.9 0.05 DUIN/GAMMA UP02 51.0-19.7 272.9 0.05 HIRAT DOWN01 4.0-271.6 272.9 0.04 HIRAT UP01 271.5-11.2 272.9 0.004 HIRAT UP02 19.0-5.0 272.9 0.004 SUSPENSION DOWN01 8.20-259.19 272.9 1.6 CALIPER/GAMMA UP01 271.7-3.55 272.9 0.05 DUIN/GAMMA UP01 271.5-20.6 272.3 0.05 DUIN/GAMMA UP02 51.6-23.35 272.3 0.05 HIRAT DOWN01 4.4-271.3 272.3 0.04 HIRAT UP01 271.1 -26.4 272.3 0.004 SUSPENSION DOWN01 32.81 -257.55 272.3 1.6 CALIPER/GAMMA UP01 270.6-3.0 272.3 0.05 FTC DOWN01 0-243.35 250.7 0.05 DUIN/GAMMA UP01 250.05-39.45 250.7 0.05 DUIN/GAMMA UP02 102.15-5.45 250.7 0.05 HIRAT DOWN01 3.6-249.7 250.7 0.04 HIRAT UP01 249.6-34.2 250.7 0.004 CALIPER/GAMMA UP01 249.35-33.75 250.7 0.05 FTC DOWN01 0-194.75 199.2 0.05 DUIN/GAMMA UP01 199.05-5.25 199.2 0.05 DUIN/GAMMA UP02 85.55-59.5 199.2 0.05 HIRAT DOWN01 4.5-198.5 199.2 0.04 HIRAT UP01 198.4-32.3 199.2 0.004 CALIPER/GAMMA UP01 198.55-24.8 199.2 0.05 ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS DATE LOGGED 7/24/2013 7/24/2013 7/24/2013 7/24/2013 7/24/2013 7/25/2013 7/25/2013 7/22/2013 7/22/2013 7/22/2013 7/22/2013 7/23/2013 7/23/2013 7/23/2013 8/19/2013 8/19/2013 8/19/2013 8/19/2013 8/19/2013 8/19/2013 10/8/2013 10/8/2013 10/8/2013 10/8/2013 10/8/2013 10/8/2013 10/9/2013 10/9/2013 10/9/2013 10/9/2013 10/9/2013 10/9/2013 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 53 of 1847 RCN: CRP-111 0.0 Page C1-55 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 BORING NUMBER MP-101 MP-101 MP-101 MP-101 MP-101 MP-101 MP-102 MP-102 MP-102 MP-102 MP-102 MP-102 MP-102 MP-111 MP-111 MP-111 MP-111 MP-111 MP-111PS MP-111PS MP-112*

MP-112*

Table 3. Boring Bottom Depths and After Survey Depth Error (ASDE)

TOOL HIT DRILLER STARTING TOOL AND RUN BOTTOM DEPTH (1)

DEPTH (1)

NUMBER DEPTH (1)

REF.

(FEET)

FTC DOWN01 540

-0.62 SUSPENSION DOWN01 539 540 7.58 HIRAT DOWN/UP01 539.5 540 4.10 DUIN/GAMMA UP01 539.75 540 6.83 DUIN/GAMMA UP02 540 6.83 CALIPER/GAMMA UP01 540 6.2 DUIN/GAMMA UP01 349.8 350.6 6.99 DUIN/GAMMA UP02 350.6 6.99 HIRAT DOWN/UP01 346.5 350.6 4.26 HIRAT UP02 350.6 4.26 SUSPENSION DOWN01 350.6 7.74 SUSPENSION DOWN02 347.15 350.6 7.74 CALIPER/GAMMA UP01 350.6 6.36 DUIN/GAMMA UP01 173.5 173.9 6.45 SUSPENSION DOWN01 173.3 173.9 7.22 CALIPER/GAMMA UP01 173.9 5.82 HIRAT DOWN/UP01 173.2 173.9 3.72 HIRAT UP02 173.9 3.72 HIRAT DOWN/UP01 58.2 59.5 2.47 SUSPENSION DOWN01 56.8 59.5 5.94 DUIN/GAMMA UP01 177.0 177.5 6.45 CALIPER/GAMMA UP01 177.5 5.82 HIRAT DOWN010203/UP01 176.5 177.5 3.72 SUSPENSION DOWN01 176.5 177.5 4.27

("I)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- N/A or PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1)

REF.

(FEET)

-0.65 7.48 4.04 6.85 6.90 6.2 6.90 7.10 3.97 4.25 7.71 7.74 6.30 6.45 7.22 5.82 3.66 3.68 2.48 5.91 6.30 5.85 3.74 4.17

- MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH ASDE **

(FEET) 0.3 0.1 0.06

-0.02

-0.07 0.0 0.09

-0.11 0.29 0.01 0.03 0.0 0.06 0.0 0.0 0.0 0.06 0.04

-0.01 0.03 0.15

-0.03

-0.02 0.10 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 54 of 1847 RCN: CRP-111 0.0 Page C1-56 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 3, continued. Boring Bottom Depths and After Survey Depth Error (ASDE)

BORING NUMBER MP-113*

MP-113*

MP-120 MP-120 MP-120 MP-120 MP-120 MP-122PSA MP-122PSA MP-122PSB MP-122PSB MP-201 MP-201 MP-201 MP-201 MP-201 MP-201 MP-201 MP-201 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-202 MP-212*

MP-212*

TOOL HIT DRILLER DEPTH STARTING TOOL AND RUN BOTTOM (1)

DEPTH (1)

NUMBER DEPTH (1)

(FEET)

REF.

(FEET)

DUIN/GAMMA DOWN/UP01 177.6 178 5.15 SUSPENSION DOWN01 176.5 178 5.91 CALIPER/GAMMA UP01 178 4.52 HIRAT DOWN/UP01 177.2 178 2.42 DUIN/GAMMA UP01 349.05 350 6.62 DUIN/GAMMA UP02 350 6.62 SUSPENSION DOWN01 348.8 350 7.38 HIRAT DOWN/UP01 348.2 350 3.89 CALIPER/GAMMA UP01 350 5.99 HIRAT DOWN/UP01 50.1 38.7 2.72 SUSPENSION DOWN01 50.2 38.7 6.20 HIRAT DOWN/UP01 50.1 51.0 2.64 SUSPENSION DOWN01 37.1 51.0 6.14 DUIN/GAMMA UP01 420 420.6 5.45 SUSPENSION DOWN01 419.3 420.6 6.20 CALIPER/GAMMA UP01 420.6 4.82 HIRAT DOWN/UP01 419.6 420.6 2.72 HIRAT UP0203 420.6 2.82 DUIN/GAMMA UP02 420.6 5.55 SUSPENSION DOWN02 420.6 6.30 CALIPER/GAMMA UP02 420.6 4.92 FTC DOWN01 461

-1.25 DUIN/GAMMA UP01 459.9 461 6.2 DUIN/GAMMA UP02 461 6.2 HIRAT DOWN/UP01 459.5 461 3.47 HIRAT UP02 459.4 461 3.47 SUSPENSION DOWN01 458.7 461 6.96 CALIPER/GAMMA UP01 461 5.57 DUIN/GAMMA UP01 176.95 177.8 4.45 SUSPENSION DOWN01 176.5 177.8 5.22 CALIPER/GAMMA UP01 177.8 3.82 HIRAT DOWN/UP0102 176.6 177.8 1.72 (lJ ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1) ASDE **

REF.

(FEET)

(FEET) 5.15 0.0 5.81 0.10 4.50 0.02 2.42 0.0 6.55 0.07 6.65 0.03 7.19 0.20 3.63 0.26 5.92 0.07 2.72 0.0 6.20 0.0 2.64 0.0 6.14 0.0 5.35 0.10 6.20 0.0 4.75 0.07 2.57 0.15 2.82 0.0 5.55 0.0 6.30 0.0 4.92 0.0

-1.15 0.1 6.25

-0.05 6.3

-0.10 3.54

-0.07 3.47 0.0 6.96 0.0 5.55 0.02 4.45 0.0 5.12 0.10 3.82 0.0 1.70 0.02

- - MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-57 of 1849 January 11, 2014 Page 55 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 3, continued. Boring Bottom Depths and After Survey Depth Error (ASDE)

BORING NUMBER MP-213*

MP-213*

MP-219A MP-219A MP-219A MP-219A MP-401 MP-401 MP-401 MP-401 MP-401 MP-401 MP-409 MP-409 MP-409 MP-409 MP-409 MP-409 MP-412 MP-412 MP-412 MP-412 MP-412 MP-412 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 MP-415 TOOL HIT DRILLER STARTING TOOL AND RUN BOTTOM DEPTH (1)

DEPTH (1)

NUMBER DEPTH (1)

REF.

(FEET)

HIRAT DOWN/UP01 175.6 177.3 3.52 DUIN/GAMMA UP01 176.8 177.3 6.25 SUSPENSION DOWN01 176.5 177.3 6.99 CALIPER/GAMMA UP01 177.3 5.62 DUIN/GAMMA UP01 268.5 269.1 6.45 CALIPER/GAMMA UP01 269.1 5.82 HIRAT DOWN/UP0102 268.2 269.1 3.72 SUSPENSION DOWN01 0203 266.8 269.1 7.22 FTC DOWN01 419.6

-1.94 SUSPENSION DOWN01 417.7 419.6 6.27 DUIN/GAMMA UP01 418.8 419.6 5.51 HIRAT DOWN/UP01 418.6 419.6 2.78 HIRAT UP02 419.6 2.78 CALIPER/GAMMA UP01 419.6 4.88 FTC DOWN01 251.5

-1.75 HIRAT DOWN/UP01 249.3 251.5 2.97 SUSPENSION DOWN01 250.4 251.5 6.46 DUIN/GAMMA UP01 251.5 251.5 5.7 DUIN/GAMMA UP02 251.5 5.7 CALIPER/GAMMA UP01 251.5 5.07 DUIN/GAMMA UP01 319.5 321 5.38 DUIN/GAMMA UP02 321 5.38 HIRAT DOWN/UP01 319.7 321 2.65 HIRAT UP02 321 2.65 SUSPENSION DOWN01 317.6 321 6.14 CALIPER/GAMMA UP01 321 4.75 FTC DOWN01 320

-0.59 DUIN/GAMMA UP01 318.6 320 6.86 CALIPER/GAMMA UP01 320 6.23 HIRAT DOWN01/UP0102 314.5 320 4.13 SUSPENSION DOWN01 319.3 320 7.61 SUSPENSION DOWN02 320 7.61 HIRAT UP03 320 4.13

\\l)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- N/A or PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1)

ASDE **

REF.

(FEET)

(FEET) 3.48 0.04 6.20 0.05 6.99 0.0 5.62 0.0 6.45 0.0 5.80 0.02 3.84

-0.12 7.15 0.07

-1.5

-3.44 6.14 0.13 5.51 0.0 2.80

-0.02 2.78 0.0 4.80 0.08

-1.75 0.0 2.91 0.06 6.43 0.03 5.75

-0.05 5.8

-0.1 5.05 0.02 5.40

-0.02 5.45

-0.07 2.62 0.03 2.59 0.06 6.10 0.04 4.85

-0.1

-0.80 0.21 6.70 0.16 6.15 0.08 4.20

-0.07 7.48 0.13 7.55 0.07 4.12 0.01

- MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-58 of 1849 January 11, 2014 Page 56 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 3, continued. Boring Bottom Depths and After Survey Depth Error (ASDE)

BORING NUMBER MP-416 MP-416 MP-416 MP-416 MP-416 MP-417 MP-417 MP-417 MP-417 MP-417 MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A MP-418A TOOL HIT DRILLER STARTING TOOL AND RUN BOTTOM DEPTH (1)

DEPTH (1)

NUMBER DEPTH (1)

REF.

(FEET)

FTC DOWN02 321.7

-1.74 DUIN/GAMMA UP01 320.5 321.7 5.71 SUSPENSION DOWN01 319.3 321.7 6.46 HIRAT DOWN01/UP0102 320.5 321.7 2.98 CALIPER/GAMMA UP01 321.7 5.08 FTC DOWN01 320

-2.03 DUIN/GAMMA UP01 319.25 320 5.42 HIRAT DOWN/UP01 319 320 2.69 SUSPENSION DOWN01 319.3 320 6.17 CALIPER/GAMMA UP01 320 4.79 FTC DOWN01 320.6

-1.45 DUIN/GAMMA UP01 320.0 320.6 6.00 SUSPENSION DOWN01 319.3 320.6 6.76 HIRAT DOWN/UP01 319.7 320.6 3.27 HIRAT UP02 320.6 3.27 CALIPER/GAMMA UP01 320.6 5.37 DUIN/GAMMA UP02 320.6 3.95 SUSPENSION DOWN02 320.6 4.69 SUSPENSION DOWN03 320.6 4.69 HIRAT DOWN02/UP03 320.6 1.22 CALIPER/GAMMA UP02 320.6 3.32

\\I)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- N/A or PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1)

ASDE **

REF.

(FEET)

-1.75 0.01 5.75

-0.04 6.30 0.16 2.98 0.0 5.00 0.08

-2.00

-0.03 5.45

-0.03 2.69 0.0 5.97 0.20 4.80

-0.01

-1.50 0.05 6.05

-0.05 6.63 0.13 3.14 0.13 3.22 0.05 5.20 0.17 3.95 0.0 4.59 0.10 4.66 0.03 1.20 0.02 3.30 0.02

- MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-59 of 1849 January 11, 2014 Page 57 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 3, continued. Boring Bottom Depths and After Survey Depth Error (ASDE)

BORING NUMBER MP-419 MP-419 MP-419 MP-419 MP-419 MP-420 MP-420 MP-420 MP-420 MP-420 MP-420 MP-421 MP-421 MP-421 MP-421 MP-421 MP-421 MP-422 MP-422 MP-422 MP-422 MP-422 MP-422 TOOL HIT DRILLER STARTING TOOL AND RUN BOTTOM DEPTH (1)

DEPTH (1)

NUMBER DEPTH (1)

REF.

(FEET)

FTC DOWN01 321

-0.33 DUIN/GAMMA UP01 320.2 321 7.12 HIRAT DOWN/UP01 320.0 321 4.39 SUSPENSION DOWN01 319.2 321 7.87 CALIPER/GAMMA UP01 321 6.49 FTC DOWN01 319.4

-0.7 SUSPENSION DOWN01 317.6 319.4 7.51 HIRAT DOWN01/UP0102 319 319.4 4.02 DUIN/GAMMA UP01 318.8 319.4 6.7 DUIN/GAMMA UP02 319.4 6.7 CALIPER/GAMMA UP01 319.4 6.07 FTC DOWN01 320.3

-0.48 HIRAT DOWN/UP01 319.2 320.3 4.24 DUIN/GAMMA UP01 320.1 320.3 6.97 DUIN/GAMMA UP02 320.3 6.97 CALIPER/GAMMA UP01 320.3 6.34 SUSPENSION DOWN01 319.3 320.3 7.71 FTC DOWN01 320

-0.33 DUIN/GAMMA UP01 319 320 7.12 HIRAT DOWN/UP01 318.8 320 4.39 SUSPENSION DOWN01 319.3 320 7.87 HIRAT UP02 320 4.39 CALIPER/GAMMA UP01 320 6.49

\\l)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- N/A or PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1)

ASDE **

REF.

(FEET)

-0.30

-0.03 7.15

-0.03 4.32 0.07 7.94

-0.07 6.50

-0.01

-0.7 0

7.45 0.06 4.00 0.02 6.7 0.0 6.8

-0.1 6.00 0.07

-0.45

-0.03 4.12 0.12 7.05

-0.08 7.05

-0.08 6.25 0.09 7.61 0.10

-0.30

-0.03 7.15

-0.03 4.35 0.04 7.87 0.0 4.38 0.01 6.50

-0.01

- MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-60 of 1849 January 11, 2014 Page 58 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 3, continued. Boring Bottom Depths and After Survey Depth Error (ASDE)

BORING NUMBER MP-423 MP-423 MP-423 MP-423 MP-423 MP-423 MP-425*

MP-425*

MP-426*

MP-428 MP-428 MP-428 MP-428 MP-428 MP-429 MP-429 MP-429 MP-429 MP-429 TOOL HIT DRILLER STARTING TOOL AND RUN BOTTOM DEPTH (1)

DEPTH (1)

NUMBER DEPTH (1)

REF.

(FEET)

FTC DOWN01 319

-0.30 DUIN/GAMMA UP01 318.75 319 7.15 DUIN/GAMMA UP02 319 7.15 HIRAT DOWN/UP01 318.7 319 4.42 SUSPENSION DOWN01 317.6 319 7.91 CALIPER/GAMMA UP01 319 6.52 DUIN/GAMMA UP01 271.85 273 6.66 DUIN/GAMMA UP02 273 6.66 HIRAT DOWN/UP01 271.6 273 3.93 HIRAT UP02 273 3.93 SUSPENSION DOWN01 271.7 273 7.41 CALIPER/GAMMA UP01 273 6.03 DUIN/GAMMA UP01 271.5 272.3 7.12 DUIN/GAMMA UP02 272.3 7.12 HIRAT DOWN/UP01 271.3 272.3 4.39 SUSPENSION DOWN01 270.1 272.3 7.87 CALIPER/GAMMA UP01 272.3 6.49 FTC DOWN01 250.7

-1.21 DUIN/GAMMA UP01 250.05 250.7 6.24 DUIN/GAMMA UP02 250.7 6.24 HIRAT DOWN/UP01 249.7 250.7 3.51 CALIPER/GAMMA UP01 250.7 5.61 FTC DOWN01 199.2

-0.25 DUIN/GAMMA UP01 199.05 199.2 7.2 DUIN/GAMMA UP02 199.2 7.2 HIRAT DOWN/UP01 198.5 199.2 4.47 CALIPER/GAMMA UP01 199.2 6.57

\\l)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS

- N/A or PROBE DID NOT TOUCH BOTTOM OF BORING ENDING DEPTH (1)

ASDE **

REF.

(FEET)

-0.30 0.0 7.00 0.15 7.30

-0.15 4.29 0.13 7.94

-0.03 6.50 0.02 6.65 0.01 6.70

-0.04 3.79 0.14 3.88 0.05 7.15 0.26 6.00 0.03 7.15

-0.03 7.15

-0.03 4.16 0.23 7.55 0.32 6.40 0.09

-1.15

-0.06 6.25

-0.01 6.20 0.04 3.39 0.12 5.55 0.06

-0.15 0.10 7.2 0.0 7.4

-0.2 4.40 0.07 6.60

-0.03

- MAXIMUM ASDE PER ASTM D6167-11 SECTION 9.15.4 IS 0.4% OF TOTAL LOG DEPTH GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-61 of 1849 January 11, 2014 Page 59 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 4. Boring Deviation Data Summary MEAN DEVIATION SURVEY VERTICAL DEPTH (1)

HORIZONTAL BORING TOOL AND RUN AND AZIMUTH DEPTH (1)

DEPTH (1)

ERROR OFFSET AT NUMBER NUMBER(S)

BOTTOM (DEGREES TN)

(FEET)

MP-101 HIRAT DOWN01 1.8-N288.9 539.42 539.10 0.32 17.28 MP-101 HIRAT UP01 1.9-N289.3 539.40 539.04 0.38 17.82 MP-102 HIRAT DOWN01 0.6-N187.3 348.31 348.26 0.05 3.48 MP-102 HIRAT UP0102 0.7-N191.5 348.42 348.37 0.05 4.26 MP-111 HIRAT DOWN01 1.8-N266.4 173.26 173.17 0.09 5.39 MP-111 HIRAT UP0102 1.5-N259.4 172.87 172.81 0.06 4.62 MP-111PS HIRAT DOWN01 3.0- N287.8 58.21 58.13 0.08 3.07 MP-111PS HIRAT UP01 2.8-N293.6 58.07 58.00 0.07 2.88 MP-112*

HIRAT DOWN03 27.9-N48.0 176.49 155.93 20.56 82.68 MP-112*

HIRAT UP01 28.0- N46.5 176.28 155.57 20.71 82.89 MP-113*

HIRAT DOWN01 25.6-N331.6 177.25 156.66 20.59 75.04 MP-113*

HIRAT UP01 28.0- N322.6 177.12 156.46 20.66 83.00 MP-120 HIRAT DOWN01 2.4-N281.4 348.25 347.93 0.32 14.48 MP-120 HIRAT UP01 2.5-N283.7 348.24 347.90 0.34 15.02 MP-122PSA HIRAT DOWN01 0.6-N75.8 37.71 37.71 0.00 0.38 MP-122PSA HIRAT UP01 0.7-N78.9 37.49 37.44 0.05 0.45 MP-122PSB HIRAT DOWN01 1.0- N289.9 50.10 50.09 0.01 0.88 MP-122PSB HIRAT UP01 0.9-N290.8 49.95 49.94 0.01 0.79 MP-201 HIRAT DOWN01 1.5-N284.1 419.62 419.41 0.22 11.06 MP-201 HIRAT UP0103 1.6-N273.6 419.56 419.30 0.26 11.95 MP-202 HIRAT DOWN01 0.7-N147.3 459.47 459.37 0.10 5.17 MP-202 HIRAT UP0102 0.7-N133.1 459.38 459.27 0.11 5.34 MP-212*

HIRAT DOWN01 27.2-N46.3 176.68 157.11 19.57 80.80 MP-212*

HIRAT UP0102 27.2-N46.6 176.48 156.96 19.52 80.65 MP-213*

HIRAT DOWN01 27.7 - N323. 7 175.64 155.08 20.56 81.51 MP-213*

HIRAT UP01 27.9-N326.3 175.62 155.23 20.39 82.13 MP-219A HIRAT DOWN01 0.4-N305.0 268.19 267.92 0.27 1.70 MP-219A HIRAT UP0102 0.4-N276.8 268.12 267.94 0.18 1.88 MP-401 HIRAT DOWN01 0.5-N269.0 418.63 418.52 0.11 3.67 MP-401 HIRAT UP0102 0.5-N269.4 418.44 418.42 0.02 3.63 MP-409 HIRAT DOWN01 2.0- N259.1 249.26 249.08 0.18 8.78 MP-409 HIRAT UP01 2.0- N259.5 249.09 248.93 0.16 8.84 MP-412 HIRAT DOWN01 1.8-N210.9 319.86 319.67 0.19 9.97 MP-412 HIRAT UP0102 1.7-N214.0 319.56 319.38 0.18 9.41 (lJ ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-62 of 1849 January 11, 2014 Page 60 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 4, continued. Boring Deviation Data Summary MEAN DEVIATION SURVEY VERTICAL DEPTH (1)

HORIZONTAL BORING TOOL AND RUN AND AZIMUTH DEPTH (1)

DEPTH (1)

ERROR OFFSET AT NUMBER NUMBER(S)

BOTTOM (DEGREES TN)

(FEET)

MP-415 HIRAT DOWN01 1.6-N148.3 314.56 314.42 0.14 8.97 MP-415 HIRAT UP0103 1.7-N150.2 314.55 314.40 0.15 9.19 MP-416 HIRAT DOWN01 1.1-N1.5 320.51 320.43 0.08 6.39 MP-416 HIRAT UP0102 1.2-N351.1 320.19 351.12 0.07 6.67 MP-417 HIRAT DOWN01 1.3-N109.2 319.04 318.96 0.08 7.20 MP-417 HIRAT UP01 1.4-N103.9 318.81 318.70 0.11 7.93 MP-418A HIRAT DOWN0102 1.5-N134.2 319.71 319.58 0.13 8.12 MP-418A HIRAT UP0103 1.7-N125.5 319.64 319.49 0.15 9.44 MP-419 HIRAT DOWN01 0.8-N137.9 320.05 320.01 0.04 4.45 MP-419 HIRAT UP01 0.8-N151.3 319.21 319.17 0.04 4.64 MP-420 HIRAT DOWN01 0.6-N216.0 318.96 318.93 0.03 3.37 MP-420 HIRAT UP01 0.4-N217.2 318.98 318.97 0.01 2.09 MP-421 HIRAT DOWN01 0.6-N250.2 319.28 319.26 0.02 3.26 MP-421 HIRAT UP01 1.0- N258.3 319.18 319.12 0.06 5.34 MP-422 HIRAT DOWN01 1.2-N306.6 318.87 318.78 0.09 6.93 MP-422 HIRAT UP0102 1.3-N313.6 318.89 318.78 0.11 7.32 MP-423 HIRAT DOWN01 1.6-N318.1 318.70 318.57 0.13 8.66 MP-423 HIRAT UP01 1.4-N323.6 318.67 318.55 0.12 7.67 MP-425*

HIRAT DOWN01 28.6-N48.6 271.76 238.71 33.05 129.87 MP-425*

HIRAT UP0102 28.5-N48.6 271.67 238.66 33.01 129.77 MP-426*

HIRAT DOWN01 28.3-N320.7 271.37 238.87 32.50 128.75 MP-426*

HIRAT UP01 28.2-N320.3 271.18 238.90 32.28 128.31 MP-428 HIRAT DOWN01 0.6-N21.1 250.60 250.55 0.05 2.68 MP-428 HIRAT UP01 0.7-N14.7 249.60 249.56 0.04 2.92 MP-429 HIRAT DOWN01 1.3-N51.1 198.79 198.74 0.05 4.49 MP-429 HIRAT UP01 0.8-N65.5 198.43 198.41 0.02 2.89

("I)

ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION (2)

-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-63 of 1849 January 11, 2014 Page 61 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project 4 or 7 -Conductor cable AMEC Project 6468-13-1072 OYO PS-170 or Micrologger2 Logger/Recorder Diskette CDR, or USB Flash drive with Data Upper Geophone Lower Geophone Filter Tube Overall Length - 25 ft Figure 1: Concept illustration of Suspension P S logging system GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-64 of 1849 January 11, 2014 Page 62 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project IJ.BB Far HN 9. 91B ~~......._____..;.-'

Far HR 1B. HB ~~~--t------...L---

Far l) 5. 555 r-------r------~---....m t Near HN 8.B3B Near HR B.ZIJB Near l) 5.B95 B.BB AMEC Project 6468-13-1072 lB.BB Dep: 1B3.3 l)p : 7132 Vsn: 174:5 Vsr: 174:5 Figure 2: Example of filtered (1400Hz lowpass) suspension record GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-65 of 1849 January 11, 2014 Page 63 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Far HR 1B.liB ~----+~._....:....-.......;-..-,

Far lJ 5. 555 t---~.........__.-!. ___

Near HN 8. B3B 1---->-~...J Near HR 8. ZIJB 1---------;.--..------'M Near lJ 5.B95 IJ.BB 8.BB AMEC Project 6468-13-1072 1B.BB Dep: 1B3.3 lJp : 7132 lJsn: 1745 lJsr: 1745 Figure 3. Example of unfiltered suspension record GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-66 of 1849 January 11, 2014 Page 64 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project

!sonde Head lcentraliser I Main Pressure Housing

!Acoustic Head I Mirror Window I Bellows Cover

.r----IAccelerometers

.r----IMagnetometer

+----!Motor Section I

~

I t-- !Bellows Section

~J Figure 4: Concept illustration of televiewer probe AMEC Project 6468-13-1072 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 65 of 1847 RCN: CRP-111 0.0 Page C1-67 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-101 Receiver to Receiver V5 and VP Analysis 0

50

+-~-+~--r-1-.~

i!w*~~+-~-+~*9~

= 5:

~+-~-+--~+-~~--~1--+-1-1

~+-+-~~-+-4~

~ ~

~~~*~r-+-~-+-+~~+-1-~-+~

100 150 200 E. 250

c 1-a..

Near-Far Receivers, Vs w

c 300 Near-Far Receivers, Vp 350 400 450 500 550 0

5000 10000 15000 20000 25000 VELOCITY (ft/s)

Figure 5: Boring MP-1 01, Suspension R1-R2 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 C1-68 of 1849 January 11, 2014 Page 66 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 5. Boring MP-1 01, Suspension R1-R2 depths and P-and SH-wave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 19.7 6600 11900 0.28 6.0 21.3 7840 14180 0.28 6.5 23.0 7840 13890 0.27 7.0 24.6 7170 15150 0.36 7.5 26.3 7250 12350 0.24 8.0 27.9 5090 12350 0.40 8.5 29.5 4980 12820 0.41 9.0 31.2 8230 14180 0.25 9.5 32.8 6010 12580 0.35 10.0 34.5 6600 12120 0.29 10.5 36.1 7800 14490 0.30 11.0 37.7 9260 17090 0.29 11.5 39.4 9260 17090 0.29 12.0 41.0 9390 18020 0.31 12.5 42.7 8390 17090 0.34 13.0 44.3 7580 13890 0.29 13.5 45.9 7750 14180 0.29 14.0 47.6 7250 14180 0.32 14.5 49.2 7710 13890 0.28 15.0 50.9 7620 14180 0.30 15.5 52.5 7250 13890 0.31 16.0 54.1 8230 17090 0.35 16.5 55.8 8890 17540 0.33 17.0 57.4 8660 16670 0.32 17.5 59.1 8770 16260 0.29 18.0 60.7 9200 16670 0.28 18.5 62.3 9320 16670 0.27 19.0 64.0 9130 17090 0.30 19.5 65.6 9260 17090 0.29 20.0 67.3 9070 16260 0.27 20.5 68.9 8600 15870 0.29 21.0 70.9 7940 15150 0.31 21.6 72.2 7840 14810 0.31 22.0 73.8 7250 14180 0.32 22.5 75.5 7170 13890 0.32 23.0 77.1 6770 12580 0.30 23.5 78.7 6700 12580 0.30 24.0 80.4 8230 15150 0.29 24.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-69 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2010 3630 0.28 2390 4320 0.28 2390 4230 0.27 2180 4620 0.36 2210 3760 0.24 1550 3760 0.40 1520 3910 0.41 2510 4320 0.25 1830 3830 0.35 2010 3690 0.29 2380 4420 0.30 2820 5210 0.29 2820 5210 0.29 2860 5490 0.31 2560 5210 0.34 2310 4230 0.29 2360 4320 0.29 2210 4320 0.32 2350 4230 0.28 2320 4320 0.30 2210 4230 0.31 2510 5210 0.35 2710 5350 0.33 2640 5080 0.32 2670 4960 0.29 2800 5080 0.28 2840 5080 0.27 2780 5210 0.30 2820 5210 0.29 2760 4960 0.27 2620 4840 0.29 2420 4620 0.31 2390 4520 0.31 2210 4320 0.32 2180 4230 0.32 2060 3830 0.30 2040 3830 0.30 2510 4620 0.29 January 11, 2014 Page 67 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 82.0 8710 15150 0.25 25.0 83.7 8490 15500 0.29 25.5 85.3 8280 14810 0.27 26.0 86.9 7410 15870 0.36 26.5 88.6 6320 11900 0.30 27.0 90.2 5980 11110 0.30 27.5 91.9 6500 13890 0.36 28.0 93.5 6910 12580 0.28 28.5 95.1 7130 12820 0.28 29.0 96.8 6010 11700 0.32 29.5 98.4 6910 13610 0.33 30.0 100.1 6910 12820 0.30 30.5 101.7 6600 13330 0.34 31.0 103.4 6600 13330 0.34 31.5 105.0 6350 13610 0.36 32.0 106.6 6410 12120 0.31 32.5 108.3 5510 11300 0.34 33.0 109.9 6090 11700 0.31 33.5 111.6 6120 10930 0.27 34.0 113.2 6230 12580 0.34 34.5 114.8 6700 13070 0.32 35.0 116.5 6670 12350 0.29 35.5 118.1 8130 14180 0.26 36.0 119.8 6840 13330 0.32 36.5 121.4 6910 12120 0.26 37.0 123.0 7290 13330 0.29 37.5 124.7 7450 13070 0.26 38.0 126.3 6770 12350 0.29 38.5 128.0 6570 14180 0.36 39.0 129.6 8180 16670 0.34 39.5 131.2 9730 17090 0.26 40.0 133.2 9130 18020 0.33 40.6 134.5 6800 12120 0.27 41.0 136.2 10580 19610 0.29 41.5 137.8 9880 19610 0.33 42.0 139.4 8890 16260 0.29 42.5 141.1 9390 19610 0.35 43.0 142.7 8950 18020 0.34 43.5 144.4 9260 19610 0.36 44.0 146.0 9200 19050 0.35 44.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-70 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2660 4620 0.25 2590 4730 0.29 2520 4520 0.27 2260 4840 0.36 1930 3630 0.30 1820 3390 0.30 1980 4230 0.36 2110 3830 0.28 2170 3910 0.28 1830 3560 0.32 2110 4150 0.33 2110 3910 0.30 2010 4060 0.34 2010 4060 0.34 1940 4150 0.36 1950 3690 0.31 1680 3440 0.34 1860 3560 0.31 1860 3330 0.27 1900 3830 0.34 2040 3980 0.32 2030 3760 0.29 2480 4320 0.26 2080 4060 0.32 2110 3690 0.26 2220 4060 0.29 2270 3980 0.26 2060 3760 0.29 2000 4320 0.36 2490 5080 0.34 2970 5210 0.26 2780 5490 0.33 2070 3690 0.27 3230 5980 0.29 3010 5980 0.33 2710 4960 0.29 2860 5980 0.35 2730 5490 0.34 2820 5980 0.36 2800 5810 0.35 January 11, 2014 Page 68 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 147.6 8830 16260 0.29 45.0 149.3 8490 17090 0.34 45.5 150.9 8950 18520 0.35 46.0 152.6 9590 18520 0.32 46.5 154.2 9800 18520 0.31 47.0 155.8 9590 19610 0.34 47.5 157.5 8890 17090 0.31 48.0 159.1 9070 18520 0.34 48.5 160.8 9460 17540 0.30 49.0 162.4 9800 19050 0.32 49.5 164.0 9590 18020 0.30 50.0 165.7 8230 16260 0.33 50.5 167.3 8080 16670 0.35 51.0 169.0 7840 15870 0.34 51.5 170.6 7530 16670 0.37 52.0 172.2 7290 16260 0.37 52.5 173.9 8490 17090 0.34 53.0 175.5 7620 15870 0.35 53.5 177.2 6260 15500 0.40 54.0 178.8 8550 15870 0.30 54.5 180.5 8660 16260 0.30 55.0 182.1 8440 15150 0.28 55.5 183.7 7050 14490 0.34 56.0 185.4 6800 13070 0.31 56.5 187.0 6840 14490 0.36 57.0 188.7 7130 15500 0.37 57.5 190.3 8770 15500 0.26 58.0 191.9 6730 14180 0.35 58.5 193.6 9950 18020 0.28 59.0 195.2 8030 14810 0.29 59.5 196.9 9320 17540 0.30 60.0 198.5 8550 16260 0.31 60.5 200.1 8660 16260 0.30 61.0 201.8 8830 17540 0.33 61.5 203.4 8950 17090 0.31 62.0 205.1 8230 15500 0.30 62.5 206.7 8600 15500 0.28 63.0 208.3 10180 19050 0.30 63.5 210.0 10260 19610 0.31 64.0 211.6 9390 18020 0.31 64.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-71 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2690 4960 0.29 2590 5210 0.34 2730 5640 0.35 2920 5640 0.32 2990 5640 0.31 2920 5980 0.34 2710 5210 0.31 2760 5640 0.34 2880 5350 0.30 2990 5810 0.32 2920 5490 0.30 2510 4960 0.33 2460 5080 0.35 2390 4840 0.34 2300 5080 0.37 2220 4960 0.37 2590 5210 0.34 2320 4840 0.35 1910 4730 0.40 2610 4840 0.30 2640 4960 0.30 2570 4620 0.28 2150 4420 0.34 2070 3980 0.31 2080 4420 0.36 2170 4730 0.37 2670 4730 0.26 2050 4320 0.35 3030 5490 0.28 2450 4520 0.29 2840 5350 0.30 2610 4960 0.31 2640 4960 0.30 2690 5350 0.33 2730 5210 0.31 2510 4730 0.30 2620 4730 0.28 3100 5810 0.30 3130 5980 0.31 2860 5490 0.31 January 11, 2014 Page 69 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 213.3 9520 16670 0.26 65.0 214.9 9950 17540 0.26 65.5 216.5 10180 18020 0.27 66.0 218.2 10100 17540 0.25 66.5 219.8 9880 19050 0.32 67.0 221.5 9950 19050 0.31 67.5 223.1 9460 18020 0.31 68.0 224.7 8950 17090 0.31 68.5 226.4 8830 16260 0.29 69.0 228.0 8770 16670 0.31 69.5 229.7 9130 17090 0.30 70.0 231.3 9950 18520 0.30 70.5 232.9 9660 17540 0.28 71.0 234.6 8660 18520 0.36 71.5 236.2 9200 20200 0.37 72.0 237.9 11200 19610 0.26 72.5 239.5 6700 12120 0.28 73.0 241.1 6730 15500 0.38 73.5 242.8 7020 13610 0.32 74.0 244.4 7170 13330 0.30 74.5 246.1 8130 14810 0.28 75.0 247.7 7800 13610 0.26 75.5 249.3 7980 15150 0.31 76.0 251.0 10420 19050 0.29 76.5 252.6 11110 20200 0.28 77.0 254.3 11020 20200 0.29 77.5 255.9 10750 19610 0.28 78.0 257.6 10580 20200 0.31 78.5 259.2 10340 20830 0.34 79.0 260.8 10930 20830 0.31 79.5 262.5 10670 19610 0.29 80.0 264.1 10340 19610 0.31 80.5 265.8 9520 19050 0.33 81.0 267.4 9880 19610 0.33 81.5 269.0 10670 20200 0.31 82.0 270.7 10670 20200 0.31 82.5 272.3 10670 20200 0.31 83.0 274.0 10500 19610 0.30 83.5 275.6 10260 19610 0.31 84.0 277.2 10670 20830 0.32 84.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-72 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2900 5080 0.26 3030 5350 0.26 3100 5490 0.27 3080 5350 0.25 3010 5810 0.32 3030 5810 0.31 2880 5490 0.31 2730 5210 0.31 2690 4960 0.29 2670 5080 0.31 2780 5210 0.30 3030 5640 0.30 2940 5350 0.28 2640 5640 0.36 2800 6160 0.37 3420 5980 0.26 2040 3690 0.28 2050 4730 0.38 2140 4150 0.32 2180 4060 0.30 2480 4520 0.28 2380 4150 0.26 2430 4620 0.31 3180 5810 0.29 3390 6160 0.28 3360 6160 0.29 3280 5980 0.28 3230 6160 0.31 3150 6350 0.34 3330 6350 0.31 3250 5980 0.29 3150 5980 0.31 2900 5810 0.33 3010 5980 0.33 3250 6160 0.31 3250 6160 0.31 3250 6160 0.31 3200 5980 0.30 3130 5980 0.31 3250 6350 0.32 January 11, 2014 Page 70 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 278.9 10420 20200 0.32 85.0 280.5 10420 21510 0.35 85.5 282.2 10580 19610 0.29 86.0 283.8 10840 20830 0.31 86.5 285.4 10670 19610 0.29 87.0 287.1 10580 20830 0.33 87.5 288.7 10580 20830 0.33 88.0 290.4 10750 20200 0.30 88.5 292.0 10030 20200 0.34 89.0 293.6 10260 20830 0.34 89.5 295.3 10750 20830 0.32 90.0 296.9 10420 20830 0.33 90.5 298.6 10340 20200 0.32 91.0 300.2 10420 20200 0.32 91.5 301.8 10580 20200 0.31 92.0 303.5 10580 20200 0.31 92.5 305.1 10500 20830 0.33 93.0 306.8 10180 20200 0.33 93.5 308.4 10030 20200 0.34 94.0 310.0 10180 19610 0.32 94.5 311.7 10750 19610 0.28 95.0 313.3 10930 19610 0.27 95.5 315.0 10100 19610 0.32 96.0 316.6 11490 20200 0.26 96.5 318.2 10500 19610 0.30 97.0 319.9 8710 16260 0.30 97.5 321.5 7800 14490 0.30 98.0 323.2 7890 13890 0.26 98.5 324.8 8030 14180 0.26 99.0 326.4 8550 15150 0.27 99.5 328.1 9010 15500 0.25 100.0 329.7 9390 16260 0.25 100.5 331.4 9520 17540 0.29 101.0 333.0 9880 17540 0.27 101.5 334.7 9800 16670 0.24 102.0 336.3 9800 18020 0.29 102.5 337.9 9730 16670 0.24 103.0 339.6 9730 17090 0.26 103.5 341.2 9880 17540 0.27 104.0 342.9 9520 16670 0.26 104.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-73 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 3180 6160 0.32 3180 6550 0.35 3230 5980 0.29 3300 6350 0.31 3250 5980 0.29 3230 6350 0.33 3230 6350 0.33 3280 6160 0.30 3060 6160 0.34 3130 6350 0.34 3280 6350 0.32 3180 6350 0.33 3150 6160 0.32 3180 6160 0.32 3230 6160 0.31 3230 6160 0.31 3200 6350 0.33 3100 6160 0.33 3060 6160 0.34 3100 5980 0.32 3280 5980 0.28 3330 5980 0.27 3080 5980 0.32 3500 6160 0.26 3200 5980 0.30 2660 4960 0.30 2380 4420 0.30 2400 4230 0.26 2450 4320 0.26 2610 4620 0.27 2750 4730 0.25 2860 4960 0.25 2900 5350 0.29 3010 5350 0.27 2990 5080 0.24 2990 5490 0.29 2970 5080 0.24 2970 5210 0.26 3010 5350 0.27 2900 5080 0.26 January 11, 2014 Page 71 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 344.5 9390 17540 0.30 105.0 346.1 9590 16260 0.23 105.5 347.8 9320 17090 0.29 106.0 349.4 9800 17540 0.27 106.5 351.1 9070 15500 0.24 107.0 352.7 9070 16670 0.29 107.5 354.3 9730 17090 0.26 108.0 356.0 9800 18020 0.29 108.5 357.6 9660 17090 0.27 109.0 359.3 9320 16670 0.27 109.5 360.9 10260 18520 0.28 110.0 362.5 10750 19050 0.27 110.5 364.2 9800 18020 0.29 111.0 365.8 9010 16670 0.29 111.5 367.5 8890 15500 0.26 112.0 369.1 9010 17090 0.31 112.5 370.7 8890 16670 0.30 113.0 372.4 8440 15870 0.30 113.5 374.0 8440 15870 0.30 114.0 375.7 9200 17540 0.31 114.5 377.3 9390 17540 0.30 115.0 378.9 8770 16260 0.29 115.5 380.6 8710 16670 0.31 116.0 382.2 8490 16670 0.32 116.5 383.9 8080 14490 0.27 117.0 385.5 8130 15500 0.31 117.5 387.1 8080 15500 0.31 118.0 388.8 8280 15150 0.29 118.5 390.4 8330 15150 0.28 119.0 392.1 8180 15500 0.31 119.5 393.7 8080 15500 0.31 120.0 395.3 8180 15150 0.29 120.5 397.0 8550 15870 0.30 121.0 398.6 8550 17540 0.34 121.5 400.3 7940 17090 0.36 122.0 401.9 7800 16260 0.35 122.5 403.5 7750 16260 0.35 123.0 405.2 8230 16670 0.34 123.5 406.8 8390 17090 0.34 124.0 408.5 8080 17090 0.36 124.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-74 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2860 5350 0.30 2920 4960 0.23 2840 5210 0.29 2990 5350 0.27 2760 4730 0.24 2760 5080 0.29 2970 5210 0.26 2990 5490 0.29 2940 5210 0.27 2840 5080 0.27 3130 5640 0.28 3280 5810 0.27 2990 5490 0.29 2750 5080 0.29 2710 4730 0.26 2750 5210 0.31 2710 5080 0.30 2570 4840 0.30 2570 4840 0.30 2800 5350 0.31 2860 5350 0.30 2670 4960 0.29 2660 5080 0.31 2590 5080 0.32 2460 4420 0.27 2480 4730 0.31 2460 4730 0.31 2520 4620 0.29 2540 4620 0.28 2490 4730 0.31 2460 4730 0.31 2490 4620 0.29 2610 4840 0.30 2610 5350 0.34 2420 5210 0.36 2380 4960 0.35 2360 4960 0.35 2510 5080 0.34 2560 5210 0.34 2460 5210 0.36 January 11, 2014 Page 72 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 410.1 7840 17090 0.37 125.0 411.8 8330 18020 0.36 125.5 413.4 8390 18520 0.37 126.0 415.0 7840 17090 0.37 126.5 416.7 8550 17090 0.33 127.0 418.3 9590 18520 0.32 127.5 420.0 9390 18520 0.33 128.0 421.6 8710 18020 0.35 128.5 423.2 8890 19050 0.36 129.0 424.9 9070 19050 0.35 129.5 426.5 8710 18020 0.35 130.0 428.2 8710 17540 0.34 130.5 429.8 9130 18520 0.34 131.0 431.4 9320 18520 0.33 131.5 433.1 7370 16670 0.38 132.0 434.7 7800 17090 0.37 132.5 436.4 8130 16670 0.34 133.0 438.0 8280 17540 0.36 133.5 439.6 8550 18020 0.35 134.0 441.3 7710 18020 0.39 134.5 442.9 7800 18020 0.38 135.0 444.6 7710 18520 0.40 135.5 446.2 7450 18020 0.40 136.0 447.8 7370 15870 0.36 136.5 449.5 7710 16670 0.36 137.0 451.1 7450 17540 0.39 137.5 452.8 8180 19050 0.39 138.0 454.4 7330 17540 0.39 138.5 456.0 9070 18020 0.33 139.0 457.7 8600 18520 0.36 139.5 459.3 8330 17540 0.35 140.0 461.0 8230 17540 0.36 140.5 462.6 8830 19610 0.37 141.0 464.2 9520 19610 0.35 141.5 465.9 7980 16670 0.35 142.0 467.5 8080 16260 0.34 142.5 469.2 8830 17540 0.33 143.0 470.8 8950 17540 0.32 143.5 472.4 8710 17540 0.34 144.0 474.1 8330 16260 0.32 144.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-75 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2390 5210 0.37 2540 5490 0.36 2560 5640 0.37 2390 5210 0.37 2610 5210 0.33 2920 5640 0.32 2860 5640 0.33 2660 5490 0.35 2710 5810 0.36 2760 5810 0.35 2660 5490 0.35 2660 5350 0.34 2780 5640 0.34 2840 5640 0.33 2250 5080 0.38 2380 5210 0.37 2480 5080 0.34 2520 5350 0.36 2610 5490 0.35 2350 5490 0.39 2380 5490 0.38 2350 5640 0.40 2270 5490 0.40 2250 4840 0.36 2350 5080 0.36 2270 5350 0.39 2490 5810 0.39 2230 5350 0.39 2760 5490 0.33 2620 5640 0.36 2540 5350 0.35 2510 5350 0.36 2690 5980 0.37 2900 5980 0.35 2430 5080 0.35 2460 4960 0.34 2690 5350 0.33 2730 5350 0.32 2660 5350 0.34 2540 4960 0.32 January 11, 2014 Page 73 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 01 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 475.7 7940 16260 0.34 145.0 477.4 7890 15500 0.33 145.5 479.0 8080 17540 0.37 146.0 480.6 7710 17540 0.38 146.5 482.3 8550 17540 0.34 147.0 483.9 8770 17540 0.33 147.5 485.6 10180 19610 0.32 148.0 487.2 8490 16670 0.32 148.5 488.9 8180 16260 0.33 149.0 490.5 8280 16260 0.32 149.5 492.1 8180 17090 0.35 150.0 493.8 8030 16670 0.35 150.5 495.4 8030 17090 0.36 151.0 497.1 8180 17540 0.36 151.5 498.7 8080 17090 0.36 152.0 500.3 8030 16670 0.35 152.5 502.0 8230 16260 0.33 153.0 503.6 8130 16260 0.33 153.5 505.3 8180 16670 0.34 154.0 506.9 8390 17090 0.34 154.5 508.5 9010 17540 0.32 155.0 510.2 8830 17090 0.32 155.5 511.8 8950 16670 0.30 156.0 513.5 9010 17090 0.31 156.5 515.1 9660 18020 0.30 157.0 516.7 8330 16670 0.33 157.5 518.4 8080 15500 0.31 158.0 520.0 8080 15870 0.33 158.5 521.7 8030 16260 0.34 159.0 523.3 8030 15500 0.32 159.5 524.9 7530 15150 0.34 160.0 526.6 7980 15500 0.32 160.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-76 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2420 4960 0.34 2400 4730 0.33 2460 5350 0.37 2350 5350 0.38 2610 5350 0.34 2670 5350 0.33 3100 5980 0.32 2590 5080 0.32 2490 4960 0.33 2520 4960 0.32 2490 5210 0.35 2450 5080 0.35 2450 5210 0.36 2490 5350 0.36 2460 5210 0.36 2450 5080 0.35 2510 4960 0.33 2480 4960 0.33 2490 5080 0.34 2560 5210 0.34 2750 5350 0.32 2690 5210 0.32 2730 5080 0.30 2750 5210 0.31 2940 5490 0.30 2540 5080 0.33 2460 4730 0.31 2460 4840 0.33 2450 4960 0.34 2450 4730 0.32 2300 4620 0.34 2430 4730 0.32 January 11, 2014 Page 7 4 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Nat. Gamma (CAL)

Fluid Conductivity 0

CPS 150 100 uS/em 1000 Nat. Gamma (DUIN) 0 CPS 150 Nat Gamma (FTC) 0 API 150 MP-101

~.,..... ~

-~

i 01 I

..da..

~

i

~

I

~

I I

I

~ -

~-

I I

~-

i

.a:-

__..I"-

i i

(.?"

I

~

l'<-

I

~

l J?

~

~-

i I

I cg

~

,*~

.-~-

I h i

~..,

I

-5.

I

~

"\\

"'4.

~~

~

I

--=

i i

I ~

I AMEC Project 6468-13-1072 Depth Conductivity-Short Conductivity-Long Fluid Temperature

-10 mS/m 40 -20 mS/m 40 15 DegC 19 Feet Conductivity-Short#2 Conductivity-Long#2 Borehole Diameter

~--------------+--------------

-10 mS/m 40 -20 mS/m 40 2 INCH 6

lU 20

-4

.1 30 40 50

~

""')

60 "T"

r

..1..

70

~

80 90 r-100

~

')

110

~

120 130

...:s 140 150 160 170 180 190

)

200 I'll 210

~

220 230 240 250 260 270 280 290 300 310 320 330 -

I/

340 350 360 370 380 390 400 1/

410 5

420

~

1\\

430 440 450 c.,.

1<,.

460 c!..

I ~

s "i

470 480 490 L

l..

~

500 510 1<.....

520 530 Figure 6. Boring MP-1 01, Induction, Fluid Temperature/Conductivity, Natural Gamma and Caliper logs GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-77 of 1849 January 11, 2014 Page 75 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 6. Boring MP-1 01, Acoustic Televiewer Feature depth, dip azimuth, dip and description Depth Dip Structure Dip (feet) azimuth description 18.1 N154 38 Primary-structure Planar Bedding 18.3 N149 34 Primary-structure Planar Bedding 19.0 N156 37 Fracture Planar Open-fracture 19.1 N335 74 Fracture Discontinuous Hairline-fracture 19.3 N153 34 Fracture Planar Open-fracture 19.6 N159 35 Primary-structure Planar Bedding 20.4 N152 33 Primary-structure Planar Bedding 20.8 N163 35 Primary-structure Planar Bedding 22.5 N142 31 Primary-structure Planar Bedding 22.8 N165 45 Primary-structure Planar Bedding 23.2 N330 45 Fracture Discontinuous Hairline-fracture 23.4 N161 32 Primary-structure Planar Bedding 23.5 N157 30 Primary-structure Planar Bedding 24.1 N154 36 Primary-structure Planar Bedding 24.2 N347 27 Fracture Discontinuous Hairline-fracture 24.8 N149 41 Primary-structure Planar Bedding 25.6 N159 32 Primary-structure Planar Bedding 26.1 N162 34 Primary-structure Planar Bedding 26.7 N175 35 Fracture Planar Open-fracture 26.9 N152 31 Primary-structure Planar Bedding 27.3 N154 31 Primary-structure Planar Bedding 28.8 N153 31 Primary-structure Planar Bedding 30.1 N163 31 Primary-structure Planar Bedding 30.5 N331 57 Fracture Discontinuous Hairline-fracture 31.2 N161 32 Primary-structure Planar Bedding 31.9 N160 35 Primary-structure Planar Bedding 32.6 N157 35 Primary-structure Planar Bedding 33.4 N160 36 Fracture Planar Open-fracture 33.5 N160 31 Primary-structure Planar Bedding 34.3 N155 34 Primary-structure Planar Bedding 34.9 N160 30 Primary-structure Planar Bedding 36.0 N164 34 Primary-structure Planar Bedding 36.8 N162 39 Primary-structure Planar Bedding 38.3 N151 40 Primary-structure Planar Bedding 41.8 N156 37 Primary-structure Planar Bedding 42.9 N334 48 Fracture Planar Open-fracture 44.1 N160 31 Primary-structure Planar Bedding 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 C1-78 of 1849 Page 76 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 45.5 N152 33 Primary-structure Planar Bedding 46.5 N148 33 Primary-structure Planar Bedding 47.1 N336 62 Fracture Discontinuous Hairline-fracture 47.3 N155 37 Primary-structure Planar Bedding 48.2 N159 34 Primary-structure Planar Bedding 48.8 N162 35 Primary-structure Planar Bedding 50.2 N161 34 Primary-structure Planar Bedding 51.0 N160 37 Primary-structure Planar Bedding 51.5 N165 35 Primary-structure Planar Bedding 52.6 N158 34 Primary-structure Planar Bedding 53.1 N168 38 Fracture Planar Open-fracture 53.4 N160 30 Primary-structure Planar Bedding 53.9 N152 32 Primary-structure Planar Bedding 55.7 N158 29 Primary-structure Planar Bedding 57.5 N159 34 Primary-structure Planar Bedding 58.3 N152 33 Primary-structure Planar Bedding 65.2 N158 31 Primary-structure Irregular Bedding 66.7 N159 33 Primary-structure Planar Bedding 68.4 N332 41 Fracture Planar Open-fracture 78.5 N158 36 Primary-structure Planar Bedding 79.9 N151 31 Primary-structure Planar Bedding 82.4 N330 59 Fracture Planar Hairline-fracture 84.9 N158 33 Primary-structure Planar Bedding 86.5 N151 37 Primary-structure Planar Bedding 87.5 N333 44 Fracture Discontinuous Open-fracture 88.1 N148 34 Primary-structure Planar Bedding 88.3 N153 36 Fracture Planar Hairline-fracture 88.7 N150 33 Primary-structure Planar Bedding 93.5 N160 36 Primary-structure Planar Bedding 94.6 N150 30 Primary-structure Planar Bedding 95.7 N165 34 Primary-structure Planar Bedding 96.3 N328 45 Fracture Discontinuous Hairline-fracture 96.6 N159 32 Primary-structure Planar Bedding 98.0 N145 32 Primary-structure Planar Bedding 99.2 N335 63 Fracture Planar Hairline-fracture 100.0 N152 32 Primary-structure Planar Bedding 100.8 N152 32 Primary-structure Planar Bedding 102.0 N147 33 Primary-structure Planar Bedding 102.4 N152 31 Primary-structure Planar Bedding 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 C1-79 of 1849 Page 77 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 103.9 N147 33 Primary-structure Planar Bedding 104.6 N151 31 Primary-structure Planar Bedding 107.0 N150 32 Primary-structure Planar Bedding 107.7 N166 35 Primary-structure Planar Bedding 109.7 N143 32 Primary-structure Planar Bedding 110.9 N151 30 Primary-structure Planar Bedding 112.7 N143 30 Primary-structure Planar Bedding 113.5 N150 32 Primary-structure Planar Bedding 114.1 N150 32 Primary-structure Planar Bedding 114.8 N157 35 Primary-structure Planar Bedding 115.7 N341 65 Fracture Irregular Hairline-fracture 116.0 N342 59 Fracture Discontinuous Hairline-fracture 117.4 N154 31 Primary-structure Planar Bedding 122.7 N153 38 Primary-structure Planar Bedding 127.1 N150 33 Primary-structure Planar Bedding 128.6 N156 32 Primary-structure Planar Bedding 129.2 N351 54 Fracture Planar Hairline-fracture 134.0 N146 33 Primary-structure Planar Bedding 134.0 N333 55 Fracture Discontinuous Hairline-fracture 134.7 N326 59 Fracture Irregular Hairline-fracture 135.2 N155 39 Primary-structure Planar Bedding 136.8 N153 35 Primary-structure Planar Bedding 138.4 N343 49 Fracture Discontinuous Hairline-fracture 139.0 N149 35 Primary-structure Planar Bedding 140.1 N146 32 Primary-structure Planar Bedding 140.6 N153 33 Primary-structure Planar Bedding 141.7 N162 38 Primary-structure Planar Bedding 144.0 N157 38 Primary-structure Planar Bedding 144.5 N154 39 Primary-structure Planar Bedding 145.4 N149 29 Primary-structure Planar Bedding 146.2 N156 32 Primary-structure Planar Bedding 147.5 N156 35 Fracture Planar Open-fracture 147.8 N161 32 Primary-structure Planar Bedding 148.2 N153 34 Primary-structure Planar Bedding 150.4 N153 34 Primary-structure Planar Bedding 151.4 N154 32 Primary-structure Planar Bedding 152.2 N168 38 Primary-structure Planar Bedding 152.6 N324 62 Fracture Discontinuous Hairline-fracture 153.0 N156 35 Primary-structure Planar Bedding 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 C1-80 of 1849 Page 78 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 154.3 N146 33 Primary-structure Planar Bedding 154.7 N146 35 Primary-structure Planar Bedding 156.2 N155 35 Primary-structure Planar Bedding 160.2 N153 32 Primary-structure Planar Bedding 161.7 N151 35 Primary-structure Planar Bedding 163.2 N159 36 Primary-structure Planar Bedding 165.0 N156 28 Primary-structure Planar Bedding 166.6 N145 33 Primary-structure Planar Bedding 168.7 N164 42 Primary-structure Irregular Bedding 171.4 N154 26 Primary-structure Planar Bedding 172.3 N154 34 Primary-structure Planar Bedding 173.0 N158 35 Primary-structure Planar Bedding 174.1 N149 32 Primary-structure Planar Bedding 175.7 N156 30 Primary-structure Planar Bedding 176.3 N330 64 Fracture Irregular Hairline-fracture 176.5 N153 33 Primary-structure Planar Bedding 177.7 N150 32 Primary-structure Planar Bedding 179.1 N154 30 Primary-structure Planar Bedding 179.7 N331 67 Fracture Discontinuous Hairline-fracture 179.8 N155 29 Primary-structure Planar Bedding 180.2 N320 52 Fracture Discontinuous Hairline-fracture 180.5 N162 28 Primary-structure Planar Bedding 181.2 N162 33 Primary-structure Planar Bedding 181.3 N330 67 Fracture Discontinuous Hairline-fracture 182.2 N165 31 Primary-structure Planar Bedding 183.5 N151 37 Primary-structure Planar Bedding 185.0 N145 30 Primary-structure Planar Bedding 186.1 N150 27 Primary-structure Planar Bedding 187.9 N175 22 Primary-structure Planar Bedding 189.1 N151 31 Primary-structure Planar Bedding 189.5 N161 27 Primary-structure Planar Bedding 190.0 N155 34 Primary-structure Planar Bedding 190.9 N155 29 Primary-structure Planar Bedding 191.6 N332 57 Fracture Discontinuous Hairline-fracture 191.7 N149 31 Primary-structure Planar Bedding 192.5 N154 30 Primary-structure Planar Bedding 193.1 N174 25 Primary-structure Planar Bedding 193.6 N149 26 Fracture Irregular Open-fracture 193.8 N170 31 Primary-structure Irregular Bedding 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 C1-81 of 1849 Page 79 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 194.4 N109 36 Fracture Planar Open-fracture 194.8 N197 27 Fracture Irregular Open-fracture 196.6 N148 47 Fracture Irregular Open-fracture 197.9 N122 27 Fracture Planar Hairline-fracture 198.1 N198 33 Fracture Planar Hairline-fracture 198.6 N117 30 Fracture Planar Hairline-fracture 202.6 N149 33 Primary-structure Planar Bedding 205.5 N158 27 Fracture Planar Open-fracture 206.3 N154 32 Primary-structure Planar Bedding 206.9 N151 33 Primary-structure Planar Bedding 207.0 N331 80 Fracture Planar Hairline-fracture 207.8 N153 30 Primary-structure Planar Bedding 208.7 N146 29 Primary-structure Planar Bedding 209.5 N145 31 Primary-structure Planar Bedding 215.2 N157 37 Primary-structure Planar Bedding 215.9 N132 29 Primary-structure Planar Bedding 216.9 N118 27 Primary-structure Planar Bedding 217.3 N164 39 Primary-structure Irregular Bedding 217.6 N141 38 Primary-structure Irregular Bedding 218.9 N153 31 Primary-structure Planar Bedding 219.1 N332 66 Fracture Discontinuous Hairline-fracture 219.8 N158 31 Primary-structure Planar Bedding 221.9 N348 55 Fracture Discontinuous Hairline-fracture 230.1 N338 62 Fracture Discontinuous Hairline-fracture 231.1 N156 34 Primary-structure Planar Bedding 232.1 N147 32 Primary-structure Planar Bedding 233.4 N149 31 Primary-structure Planar Bedding 235.7 N151 31 Primary-structure Planar Bedding 235.8 N336 73 Fracture Discontinuous Hairline-fracture 236.8 N141 34 Primary-structure Planar Bedding 237.4 N145 29 Primary-structure Planar Bedding 238.2 N144 30 Primary-structure Planar Bedding 238.3 N331 51 Fracture Discontinuous Hairline-fracture 238.6 N152 31 Primary-structure Planar Bedding 239.7 N149 31 Primary-structure Planar Bedding 240.3 N144 30 Primary-structure Planar Bedding 241.5 N142 37 Primary-structure Planar Bedding 242.4 N158 32 Primary-structure Planar Bedding 242.6 N280 76 Fracture Discontinuous Hairline-fracture 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 C1-82 of 1849 Page 80 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 243.4 N154 30 Fracture Planar Open-fracture 244.1 N153 29 Primary-structure Planar Bedding 244.7 N160 32 Primary-structure Planar Bedding 246.4 N154 36 Primary-structure Planar Bedding 247.2 N159 63 Fracture Planar Hairline-fracture 248.1 N150 37 Primary-structure Planar Bedding 248.3 N141 78 Fracture Planar Hairline-fracture 248.6 N157 41 Fracture Planar Hairline-fracture 248.9 N336 44 Fracture Irregular Open-fracture 249.5 N154 33 Primary-structure Planar Bedding 250.4 N337 75 Fracture Irregular Hairline-fracture 251.3 N156 48 Fracture Planar Hairline-fracture 258.2 N162 41 Primary-structure Planar Bedding 258.9 N163 39 Primary-structure Planar Bedding 259.1 N338 55 Fracture Discontinuous Hairline-fracture 259.7 N346 48 Fracture Discontinuous Hairline-fracture 260.4 N341 59 Fracture Discontinuous Hairline-fracture 261.3 N351 66 Fracture Discontinuous Hairline-fracture 262.4 N160 36 Primary-structure Planar Bedding 264.6 N151 30 Primary-structure Planar Bedding 265.7 N002 57 Fracture Discontinuous Hairline-fracture 266.8 N152 32 Primary-structure Planar Bedding 267.8 N157 30 Primary-structure Planar Bedding 268.6 N151 29 Primary-structure Planar Bedding 269.1 N154 31 Primary-structure Planar Bedding 270.0 N173 35 Primary-structure Planar Bedding 271.1 N164 43 Primary-structure Planar Bedding 272.5 N156 40 Primary-structure Planar Bedding 273.4 N156 27 Primary-structure Planar Bedding 275.0 N152 36 Primary-structure Planar Bedding 276.0 N164 35 Primary-structure Planar Bedding 277.1 N169 64 Fracture Irregular Hairline-fracture 280.2 N174 58 Fracture Discontinuous Hairline-fracture 280.9 N147 66 Fracture Discontinuous Hairline-fracture 284.1 N159 30 Primary-structure Planar Bedding 284.7 N339 54 Fracture Irregular Hairline-fracture 285.9 N154 36 Primary-structure Planar Bedding 287.3 N151 35 Primary-structure Planar Bedding 287.7 N151 64 Fracture Discontinuous Hairline-fracture 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 C1-83 of 1849 Page 81 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 288.0 N153 37 Primary-structure Planar Bedding 288.6 N331 67 Fracture Discontinuous Hairline-fracture 288.8 N160 33 Primary-structure Planar Bedding 289.6 N160 29 Primary-structure Planar Bedding 289.8 N170 39 Primary-structure Planar Bedding 291.0 N146 31 Primary-structure Planar Bedding 292.0 N154 33 Primary-structure Planar Bedding 293.2 N152 32 Fracture Planar Hairline-fracture 294.1 N150 33 Primary-structure Planar Bedding 295.6 N159 34 Primary-structure Planar Bedding 303.7 N160 31 Primary-structure Planar Bedding 309.9 N148 33 Primary-structure Planar Bedding 310.8 N123 30 Primary-structure Planar Bedding 311.0 N148 33 Primary-structure Planar Bedding 311.6 N163 32 Primary-structure Planar Bedding 312.6 N149 35 Primary-structure Planar Bedding 313.7 N154 32 Primary-structure Planar Bedding 314.7 N155 28 Primary-structure Planar Bedding 316.2 N174 36 Primary-structure Planar Bedding 316.5 N151 29 Primary-structure Planar Bedding 317.0 N152 31 Primary-structure Planar Bedding 317.1 N324 72 Fracture Discontinuous Hairline-fracture 317.5 N155 31 Primary-structure Planar Bedding 318.1 N147 33 Primary-structure Planar Bedding 319.4 N162 28 Primary-structure Planar Bedding 331.1 N152 40 Primary-structure Planar Bedding 347.6 N336 49 Fracture Planar Hairline-fracture 353.5 N155 35 Primary-structure Planar Bedding 364.3 N165 27 Primary-structure Irregular Bedding 365.8 N149 23 Primary-structure Irregular Bedding 368.7 N173 33 Primary-structure Planar Bedding 370.6 N167 34 Primary-structure Irregular Bedding 373.0 N165 29 Primary-structure Irregular Bedding 376.9 N326 51 Fracture Planar Hairline-fracture 384.3 N144 30 Primary-structure Irregular Bedding 387.9 N162 26 Primary-structure Irregular Bedding 390.5 N167 39 Primary-structure Irregular Bedding 392.4 N171 23 Primary-structure Irregular Bedding 397.5 N152 30 Primary-structure Irregular Bedding 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 C1-84 of 1849 Page 82 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 403.6 N152 38 Primary-structure Planar Bedding 410.8 N144 33 Primary-structure Planar Bedding 411.8 N322 55 Fracture Planar Hairline-fracture 412.7 N161 29 Primary-structure Planar Bedding 418.1 N168 34 Primary-structure Planar Bedding 418.6 N335 63 Fracture Discontinuous Hairline-fracture 428.2 N160 32 Primary-structure Planar Bedding 456.2 N145 38 Primary-structure Planar Bedding 463.7 N332 64 Fracture Planar Hairline-fracture 474.8 N155 31 Primary-structure Planar Bedding 475.5 N147 31 Primary-structure Planar Bedding 479.5 N156 32 Primary-structure Planar Bedding 486.6 N329 61 Fracture Discontinuous Hairline-fracture 489.5 N154 32 Primary-structure Planar Bedding 509.7 N330 57 Fracture Discontinuous Hairline-fracture 510.0 N343 68 Fracture Planar Hairline-fracture 511.2 N326 61 Fracture Planar Hairline-fracture 511.9 N151 32 Primary-structure Planar Bedding 513.5 N150 26 Primary-structure Planar Bedding 514.0 N144 32 Primary-structure Planar Bedding 515.2 N147 38 Primary-structure Planar Bedding 515.5 N335 56 Fracture Planar Hairline-fracture 518.0 N150 30 Primary-structure Planar Bedding 527.7 N331 61 Fracture Planar Hairline-fracture 535.6 N141 29 Primary-structure Planar Bedding 536.4 N314 56 Fracture Discontinuous Hairline-fracture 536.9 N159 29 Primary-structure Planar Bedding 537.1 N151 28 Primary-structure Planar Bedding 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 C1-85 of 1849 Page 83 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC CLINCH RIVER top of borehole...

East:

Nortll Alt:

Zone from 537.622 to 17.61 Oft Interpretation 1 Dip data sets..

BHTVdips MP-101 17.610-537.622ft Dip-azimuth, fracture rose-diagram DIP DATA INTERPRETATION RGLDIP vsn 6.2 DIP-AZIMUTH. FRACTURE ROSE-DIAGRAM w

Borehole: MP-101 Azimuth I ncr= 10° N = 299 MP-101, Interpretation 1 537.622 to 17.610fl North ref. is true Depth units are feet N

I AMEC Project 6468-13-1072 E

0 10 20 30 40 50 60 70 80 901 0Cl1 Cl20 Figure 7. Boring MP-1 01, Rose Diagram GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-86 of 1849 January 11, 2014 Page 84 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Deviated borehole in orthographic projection, viewed from N19 100

--~-----

Borehole: MP-101 Sonde: BHTV Zone from: 0.000 to 539.400ft North ref is true Mean deviation: 1.89 to N289_27 End coordinates.

North: 5_882 East: -16.824 Down : 539.044 Azimuth of end: N289.27 Distance start-end: 17.822ft Viewpoint: N19 Data extrapolated to the surface from 16. 736ft 1~0.... ***..

200 300 400 500-Figure 8. Boring MP-1 01, Up Deviation Projection GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-87 of 1849 January 11, 2014 Page 85 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 0

50 100 150

c 1-a.. w c

200 250 300 350 0

CLINCH RIVER SMR PROJECT BOREHOLE MP-102 Receiver to Receiver V5 and VP Analysis

~ 1-- ~

~

!ij"

~

r-- ~

--. b.

.. ~

!1!:'

-+- Near-Far Receivers, Vs

~ *--

...: r--.

Near-Far Receivers, Vp

~~~~

-=

~II!:

.:. r--

1::::: ~

~..........

~

~ -;;

el[

-=.._

c-...

_J

~

ii:;;::oll

~ I

... J r I~

1-== ~ ~

k::...... F"'

. I-I ___. -

~

==--

~

.~

~

- ~

~

~ ~ -

I

=*

~

tl ~

II< r...

~

~ iii:

~

.. r=:a

_...-~

.. l-1..

.... ~

r"'""ll ~-

~

4~~ *

-; I:==-

~,

.. I![

11"!i..

i2L HI

.. 1511 5000 10000 15000 20000 VELOCITY (ft/s)

Figure 9: Boring MP-1 02, Suspension R1-R2 P-and Swwave velocities r--

r--

25000 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 86 of 1847 RCN: CRP-111 0.0 Page C1-88 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 7. Boring MP-1 02, Suspension R1-R2 depths and P-and SH-wave velocities Summary of Compressional Wave Velocity, Shear Wave Velocity, and Poisson's Ratio Based on Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 8.2 2070 4660 0.38 2.5 9.8 1860 4420 0.39 3.0 11.5 1760 4190 0.39 3.5 13.1 2580 5700 0.37 4.0 14.8 2510 5290 0.36 4.5 16.4 2070 5330 0.41 5.0 18.0 3880 8330 0.36 5.5 19.7 4220 8550 0.34 6.0 21.3 5650 12120 0.36 6.5 23.0 5750 11700 0.34 7.0 24.6 6350 12820 0.34 7.5 26.3 7800 16260 0.35 8.0 27.9 8950 14810 0.21 8.5 29.5 10420 18020 0.25 9.0 31.2 10420 19050 0.29 9.5 32.8 8830 15870 0.28 10.0 34.5 8130 15150 0.30 10.5 36.1 8600 15500 0.28 11.0 37.7 8490 15870 0.30 11.5 39.4 6230 14180 0.38 12.0 41.0 6010 14180 0.39 12.5 42.7 6380 15150 0.39 13.0 44.3 7250 14810 0.34 13.5 45.9 7660 15150 0.33 14.0 47.6 7530 15870 0.35 14.5 49.2 7250 15150 0.35 15.0 50.9 7090 15150 0.36 15.5 52.5 7330 15870 0.36 16.0 54.1 7450 15150 0.34 16.5 55.8 7410 14810 0.33 17.0 57.4 7130 14810 0.35 17.5 59.1 6730 15500 0.38 18.0 61.0 7210 14810 0.34 18.6 62.3 7290 13890 0.31 19.0 64.0 6540 14490 0.37 19.5 65.6 6670 14490 0.37 20.0 67.3 7800 15870 0.34 20.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-89 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 630 1420 0.38 570 1350 0.39 540 1280 0.39 790 1740 0.37 760 1610 0.36 630 1630 0.41 1180 2540 0.36 1290 2610 0.34 1720 3690 0.36 1750 3560 0.34 1940 3910 0.34 2380 4960 0.35 2730 4520 0.21 3180 5490 0.25 3180 5810 0.29 2690 4840 0.28 2480 4620 0.30 2620 4730 0.28 2590 4840 0.30 1900 4320 0.38 1830 4320 0.39 1940 4620 0.39 2210 4520 0.34 2340 4620 0.33 2300 4840 0.35 2210 4620 0.35 2160 4620 0.36 2230 4840 0.36 2270 4620 0.34 2260 4520 0.33 2170 4520 0.35 2050 4730 0.38 2200 4520 0.34 2220 4230 0.31 1990 4420 0.37 2030 4420 0.37 2380 4840 0.34 January 11, 2014 Page 87 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 68.9 8230 15870 0.32 21.0 70.5 7490 15870 0.36 21.5 72.2 6980 15150 0.37 22.0 73.8 6840 13610 0.33 22.5 75.5 7250 13610 0.30 23.0 77.1 7840 15500 0.33 23.5 78.7 7840 15150 0.32 24.0 80.4 7840 15150 0.32 24.5 82.0 6170 13070 0.36 25.0 83.7 5420 11900 0.37 25.5 85.3 6870 14490 0.35 26.0 86.9 8830 17540 0.33 26.5 88.6 9320 18020 0.32 27.0 90.2 9800 18520 0.31 27.5 91.9 9520 17540 0.29 28.0 93.8 8830 17090 0.32 28.6 95.1 8440 16260 0.32 29.0 96.8 8330 16260 0.32 29.5 98.4 8660 17540 0.34 30.0 100.1 9260 17540 0.31 30.5 101.7 9010 18520 0.34 31.0 103.4 7980 15870 0.33 31.5 105.0 7660 15150 0.33 32.0 106.6 7800 15150 0.32 32.5 108.3 8230 15870 0.32 33.0 109.9 8890 17090 0.31 33.5 111.6 8710 17540 0.34 34.0 113.2 7800 15870 0.34 34.5 114.8 7290 14490 0.33 35.0 116.5 7370 15500 0.35 35.5 118.1 8390 18020 0.36 36.0 119.8 7840 15870 0.34 36.5 121.4 7130 14180 0.33 37.0 123.0 6800 14180 0.35 37.5 124.7 7130 15150 0.36 38.0 126.3 8440 17540 0.35 38.5 128.0 9200 17540 0.31 39.0 129.6 9130 18520 0.34 39.5 131.2 9320 17540 0.30 40.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-90 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2510 4840 0.32 2280 4840 0.36 2130 4620 0.37 2080 4150 0.33 2210 4150 0.30 2390 4730 0.33 2390 4620 0.32 2390 4620 0.32 1880 3980 0.36 1650 3630 0.37 2090 4420 0.35 2690 5350 0.33 2840 5490 0.32 2990 5640 0.31 2900 5350 0.29 2690 5210 0.32 2570 4960 0.32 2540 4960 0.32 2640 5350 0.34 2820 5350 0.31 2750 5640 0.34 2430 4840 0.33 2340 4620 0.33 2380 4620 0.32 2510 4840 0.32 2710 5210 0.31 2660 5350 0.34 2380 4840 0.34 2220 4420 0.33 2250 4730 0.35 2560 5490 0.36 2390 4840 0.34 2170 4320 0.33 2070 4320 0.35 2170 4620 0.36 2570 5350 0.35 2800 5350 0.31 2780 5640 0.34 2840 5350 0.30 January 11, 2014 Page 88 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 132.9 8550 15870 0.30 40.5 134.5 7580 14810 0.32 41.0 136.2 7290 14810 0.34 41.5 138.1 7490 14810 0.33 42.1 139.8 7580 13610 0.28 42.6 141.1 7330 13890 0.31 43.0 142.7 7750 15870 0.34 43.5 144.4 8550 15150 0.27 44.0 146.0 8440 15870 0.30 44.5 147.6 8440 17090 0.34 45.0 149.3 8770 16260 0.29 45.5 150.9 9200 18020 0.32 46.0 152.9 9130 18020 0.33 46.6 154.2 9070 16670 0.29 47.0 155.8 9130 16670 0.29 47.5 157.5 8550 17090 0.33 48.0 159.1 7580 15870 0.35 48.5 160.8 7050 15150 0.36 49.0 162.4 6840 14180 0.35 49.5 164.0 6470 13330 0.35 50.0 165.7 6200 13330 0.36 50.5 167.3 6870 14180 0.35 51.0 169.0 7890 15150 0.31 51.5 170.6 8130 16260 0.33 52.0 172.2 8830 15870 0.28 52.5 173.9 7940 14810 0.30 53.0 175.5 7450 13890 0.30 53.5 177.2 6170 13070 0.36 54.0 178.8 6380 12820 0.34 54.5 180.5 6800 13070 0.31 55.0 182.1 7370 13610 0.29 55.5 183.7 7450 13070 0.26 56.0 185.4 7410 13610 0.29 56.5 187.0 8130 14810 0.28 57.0 188.7 7660 13330 0.25 57.5 190.3 7660 13890 0.28 58.0 191.9 6940 13610 0.32 58.5 193.6 7020 13890 0.33 59.0 195.2 7050 14490 0.34 59.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-91 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2610 4840 0.30 2310 4520 0.32 2220 4520 0.34 2280 4520 0.33 2310 4150 0.28 2230 4230 0.31 2360 4840 0.34 2610 4620 0.27 2570 4840 0.30 2570 5210 0.34 2670 4960 0.29 2800 5490 0.32 2780 5490 0.33 2760 5080 0.29 2780 5080 0.29 2610 5210 0.33 2310 4840 0.35 2150 4620 0.36 2080 4320 0.35 1970 4060 0.35 1890 4060 0.36 2090 4320 0.35 2400 4620 0.31 2480 4960 0.33 2690 4840 0.28 2420 4520 0.30 2270 4230 0.30 1880 3980 0.36 1940 3910 0.34 2070 3980 0.31 2250 4150 0.29 2270 3980 0.26 2260 4150 0.29 2480 4520 0.28 2340 4060 0.25 2340 4230 0.28 2120 4150 0.32 2140 4230 0.33 2150 4420 0.34 January 11, 2014 Page 89 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 196.9 6320 14180 0.38 60.0 198.5 6730 14490 0.36 60.5 200.1 7130 13070 0.29 61.0 201.8 6320 14180 0.38 61.5 203.4 6630 15500 0.39 62.0 205.1 8180 16670 0.34 62.5 206.7 8080 16260 0.34 63.0 208.3 8550 17540 0.34 63.5 210.0 8710 15870 0.28 64.0 211.6 7980 17090 0.36 64.5 213.3 8280 15870 0.31 65.0 214.9 9520 17540 0.29 65.5 216.5 10260 19610 0.31 66.0 218.2 10100 20200 0.33 66.5 219.8 9880 19050 0.32 67.0 221.5 9520 18020 0.31 67.5 223.1 9390 19050 0.34 68.0 224.7 9200 16670 0.28 68.5 226.4 9010 16260 0.28 69.0 228.0 9260 18520 0.33 69.5 229.7 8890 18020 0.34 70.0 231.3 9070 17090 0.30 70.5 232.9 9010 16260 0.28 71.0 234.6 8710 17540 0.34 71.5 236.2 9010 18020 0.33 72.0 237.9 9880 19610 0.33 72.5 239.5 10100 19050 0.30 73.0 241.1 9520 19050 0.33 73.5 242.8 9010 18520 0.34 74.0 244.4 9260 17540 0.31 74.5 246.1 9800 18520 0.31 75.0 247.7 9880 18020 0.29 75.5 249.3 9800 19050 0.32 76.0 251.0 9660 19610 0.34 76.5 252.6 9390 18520 0.33 77.0 254.3 9260 18020 0.32 77.5 255.9 9070 16670 0.29 78.0 257.6 9260 17540 0.31 78.5 259.2 9520 18020 0.31 79.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-92 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 1930 4320 0.38 2050 4420 0.36 2170 3980 0.29 1930 4320 0.38 2020 4730 0.39 2490 5080 0.34 2460 4960 0.34 2610 5350 0.34 2660 4840 0.28 2430 5210 0.36 2520 4840 0.31 2900 5350 0.29 3130 5980 0.31 3080 6160 0.33 3010 5810 0.32 2900 5490 0.31 2860 5810 0.34 2800 5080 0.28 2750 4960 0.28 2820 5640 0.33 2710 5490 0.34 2760 5210 0.30 2750 4960 0.28 2660 5350 0.34 2750 5490 0.33 3010 5980 0.33 3080 5810 0.30 2900 5810 0.33 2750 5640 0.34 2820 5350 0.31 2990 5640 0.31 3010 5490 0.29 2990 5810 0.32 2940 5980 0.34 2860 5640 0.33 2820 5490 0.32 2760 5080 0.29 2820 5350 0.31 2900 5490 0.31 January 11, 2014 Page 90 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 260.8 9010 16670 0.29 79.5 262.5 9070 16670 0.29 80.0 264.1 8490 15870 0.30 80.5 265.8 8830 16260 0.29 81.0 267.4 8080 15870 0.33 81.5 269.0 7490 14490 0.32 82.0 270.7 7750 15150 0.32 82.5 272.3 8490 16260 0.31 83.0 274.0 8030 15870 0.33 83.5 275.6 8230 17090 0.35 84.0 277.2 8950 16670 0.30 84.5 278.9 8600 14490 0.23 85.0 280.5 7940 15500 0.32 85.5 282.2 7940 14180 0.27 86.0 283.8 8440 16260 0.32 86.5 285.4 7490 14490 0.32 87.0 287.1 7490 15500 0.35 87.5 288.7 8280 18520 0.38 88.0 290.4 9070 19610 0.36 88.5 292.0 9880 17540 0.27 89.0 293.6 10260 18020 0.26 89.5 295.3 9390 19050 0.34 90.0 296.9 8950 16670 0.30 90.5 298.6 9320 17540 0.30 91.0 300.2 9880 17540 0.27 91.5 301.8 9730 20200 0.35 92.0 303.5 9460 19050 0.34 92.5 305.1 9730 17090 0.26 93.0 306.8 9390 17090 0.28 93.5 308.4 9130 16670 0.29 94.0 310.0 9260 18020 0.32 94.5 311.7 9390 18520 0.33 95.0 313.3 9390 18020 0.31 95.5 315.0 9660 18520 0.31 96.0 316.6 10180 19610 0.32 96.5 318.2 9950 19610 0.33 97.0 319.9 9800 19610 0.33 97.5 321.5 9950 20200 0.34 98.0 323.2 10180 19610 0.32 98.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-93 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2750 5080 0.29 2760 5080 0.29 2590 4840 0.30 2690 4960 0.29 2460 4840 0.33 2280 4420 0.32 2360 4620 0.32 2590 4960 0.31 2450 4840 0.33 2510 5210 0.35 2730 5080 0.30 2620 4420 0.23 2420 4730 0.32 2420 4320 0.27 2570 4960 0.32 2280 4420 0.32 2280 4730 0.35 2520 5640 0.38 2760 5980 0.36 3010 5350 0.27 3130 5490 0.26 2860 5810 0.34 2730 5080 0.30 2840 5350 0.30 3010 5350 0.27 2970 6160 0.35 2880 5810 0.34 2970 5210 0.26 2860 5210 0.28 2780 5080 0.29 2820 5490 0.32 2860 5640 0.33 2860 5490 0.31 2940 5640 0.31 3100 5980 0.32 3030 5980 0.33 2990 5980 0.33 3030 6160 0.34 3100 5980 0.32 January 11, 2014 Page 91 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 Receiver-to-Receiver Travel Time Data - Borehole MP-1 02 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 324.8 10340 20830 0.34 99.0 326.4 10420 20200 0.32 99.5 328.1 10180 20830 0.34 100.0 329.7 10030 20200 0.34 100.5 331.4 10100 20830 0.35 101.0 333.0 10260 20830 0.34 101.5 334.7 10420 20830 0.33 102.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-94 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 3150 6350 0.34 3180 6160 0.32 3100 6350 0.34 3060 6160 0.34 3080 6350 0.35 3130 6350 0.34 3180 6350 0.33 January 11, 2014 Page 92 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Nat. Gamma (CAL)

Nat. Gamma (DUIN) 0 CPS 150 0 CPS 150 MP-102

~

~-

~

< ;:: I?

-:: ~

~ ~

~ -~

I~

c: ~ li

~

r

~

,..., p--

~

~ ?

......., b

~

[

,_ ~

..3

~

!I

7 1-- ~

~

!S'

.;t-

~ ~

F-

~

~..-

~

-~

s

~

<:.';=>-):

~~

c!: ~

I~

~

! !='>

I~

~

.c

E

7*

D c,

~

<:::;~

(

1

}

')

Depth Feet 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 AMEC Project 6468-13-1072 Conductivity-Short Conductivity-Long Borehole Diameter

-10 mS/m 50 -20 mS/m 40 3 INCH 12 Conductivity-Short#2 Conductivity-Long#2

-10 mS/m 50 -20 mS/m 40

-~

f:.

2!oo-I)

~

)

/~

\\

)

l) p

- i_,

e-- X-- -.. - -f--

~

r-.

(

(r--.

~

'I. !-:>

~

,)

_L

{ f.>

v.s lr

("

~

)

l

\\

{

,r)

,r Figure 10. Boring MP-1 02, Induction, Natural Gamma and Caliper logs GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-95 of 1849 January 11, 2014 Page 93 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 8. Boring MP-1 02, Acoustic Televiewer Feature depth, dip azimuth, dip and description Depth Dip Structure Dip (feet) azimuth description 6.2 N100 42 Fracture Planar Open-fracture 6.4 N105 37 Fracture Planar Open-fracture 6.9 N115 42 Fracture Planar Open-fracture 7.2 N120 42 Fracture Planar Open-fracture 7.9 N105 34 Fracture Planar Open-fracture 7.9 N309 56 Fracture Discontinuous Open-fracture 8.4 N131 33 Primary-structure Planar Bedding 9.0 N130 32 Fracture Planar Open-fracture 9.6 N113 42 Fracture Planar Open-fracture 10.3 N112 42 Fracture Planar Open-fracture 11.0 N154 24 Primary-structure Planar Bedding 12.0 N145 33 Primary-structure Planar Bedding 12.2 N160 36 Primary-structure Planar Bedding 12.5 N101 1

Fracture Planar Open-fracture 12.8 N341 77 Fracture Planar Open-fracture 14.3 N159 40 Primary-structure Planar Bedding 14.9 N156 29 Primary-structure Planar Bedding 15.5 N178 25 Fracture Planar Open-fracture 15.8 N112 66 Fracture Planar Open-fracture 16.1 N168 42 Fracture Planar Open-fracture 16.7 N136 34 Fracture Planar Open-fracture 17.0 N157 37 Primary-structure Planar Bedding 17.7 N149 36 Primary-structure Planar Bedding 18.2 N147 34 Primary-structure Planar Bedding 18.9 N151 35 Primary-structure Planar Bedding 19.3 N157 36 Primary-structure Planar Bedding 19.7 N342 57 Fracture Discontinuous Hairline-fracture 20.0 N156 36 Primary-structure Planar Bedding 20.5 N149 35 Fracture Planar Open-fracture 20.6 N152 37 Primary-structure Planar Bedding 21.2 N149 36 Primary-structure Planar Bedding 21.8 N153 35 Primary-structure Planar Bedding 22.7 N154 39 Fracture Planar Open-fracture 23.3 N145 35 Primary-structure Planar Bedding 24.5 N161 33 Primary-structure Planar Bedding 25.2 N158 33 Primary-structure Planar Bedding 25.6 N158 32 Fracture Planar Open-fracture 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 C1-96 of 1849 Page 94 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Depth Dip (feet) azimuth 25.9 N154 26.6 N326 27.0 N329 27.1 N332 27.3 N150 28.2 N162 28.9 N147 29.1 N160 29.8 N152 30.3 N170 30.6 N152 30.8 N168 31.4 N155 31.9 N166 31.9 N334 32.6 N330 32.8 N153 34.6 N156 35.0 N343 35.3 N152 35.5 N154 35.6 N150 36.4 N165 36.8 N154 37.1 N326 37.9 N158 38.9 N152 40.3 N156 41.1 N151 41.8 N336 42.8 N153 43.4 N159 44.5 N156 45.4 N157 46.1 N162 46.8 N150 47.8 N160 48.2 N166 48.9 N155 AMEC Project 6468-13-1072 Structure Dip description 29 Fracture Planar Open-fracture 68 Fracture Irregular Hairline-fracture 56 Fracture Discontinuous Hairline-fracture 43 Fracture Discontinuous Hairline-fracture 29 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 34 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 20 Primary-structure Planar Bedding 24 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 73 Fracture Discontinuous Hairline-fracture 56 Fracture Discontinuous Hairline-fracture 31 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 52 Fracture Planar Hairline-fracture 39 Primary-structure Planar Bedding 36 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 48 Primary-structure Planar Bedding 39 Primary-structure Planar Bedding 60 Fracture Planar Hairline-fracture 27 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 34 Primary-structure Planar Bedding 69 Fracture Discontinuous Hairline-fracture 30 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 37 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 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 95 of 1847 RCN: CRP-111 0.0 Page C1-97 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Depth Dip (feet) azimuth 50.0 N158 50.5 N347 50.9 N154 51.3 N153 51.9 N152 52.6 N165 53.5 N163 53.9 N340 55.1 N162 56.4 N158 56.8 N324 56.9 N324 57.3 N164 58.4 N157 60.2 N157 61.7 N340 62.7 N154 63.3 N156 64.2 N152 66.0 N147 67.2 N160 68.5 N328 68.8 N151 69.7 N153 71.5 N162 72.9 N159 74.4 N154 75.8 N152 76.4 N319 76.8 N155 77.1 N308 78.6 N155 80.3 N151 81.8 N152 83.1 N155 84.2 N157 85.1 N141 87.1 N156 89.9 N163 AMEC Project 6468-13-1072 Structure Dip description 27 Primary-structure Planar Bedding 61 Fracture Discontinuous Hairline-fracture 32 Primary-structure Planar Bedding 27 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 68 Fracture Discontinuous Hairline-fracture 30 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 50 Fracture Planar Hairline-fracture 66 Fracture Discontinuous Hairline-fracture 29 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 67 Fracture Discontinuous Hairline-fracture 28 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 25 Primary-structure Planar Bedding 58 Fracture Discontinuous Hairline-fracture 27 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 36 Primary-structure Planar Bedding 27 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 58 Fracture Discontinuous Hairline-fracture 30 Primary-structure Planar Bedding 60 Fracture Discontinuous Hairline-fracture 30 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 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 96 of 1847 RCN: CRP-111 0.0 Page C1-98 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Depth Dip (feet) azimuth 92.0 N141 94.3 N156 95.7 N147 96.5 N154 98.4 N148 99.2 N143 99.5 N325 100.7 N150 102.5 N158 103.6 N152 104.5 N146 105.5 N154 106.1 N141 106.7 N155 107.1 N156 108.0 N147 110.1 N149 114.2 N145 115.4 N152 117.1 N147 120.8 N141 122.6 N154 123.3 N155 125.1 N151 135.5 N159 142.0 N165 142.5 N323 146.6 N152 155.0 N322 157.8 N161 158.6 N153 159.6 N160 160.9 N153 161.9 N154 162.4 N160 163.8 N152 164.5 N166 164.8 N345 166.7 N152 AMEC Project 6468-13-1072 Structure Dip description 31 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 52 Fracture Planar Hairline-fracture 29 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 35 Primary-structure Planar Bedding 34 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 27 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 34 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 70 Fracture Discontinuous Hairline-fracture 33 Primary-structure Planar Bedding 53 Fracture Planar Hairline-fracture 30 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 27 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 27 Primary-structure Planar Bedding 25 Primary-structure Planar Bedding 74 Fracture Discontinuous Hairline-fracture 31 Primary-structure Planar Bedding 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 97 of 1847 RCN: CRP-111 0.0 Page C1-99 of 1849

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project Depth Dip (feet) azimuth 169.6 N164 171.3 N154 173.1 N328 175.3 N156 184.1 N151 186.4 N149 187.5 N149 190.0 N155 190.6 N153 192.4 N141 194.8 N152 195.7 N150 196.7 N152 198.2 N143 199.5 N160 203.0 N153 203.3 N148 208.1 N159 211.3 N145 213.5 N150 219.5 N156 221.1 N141 224.2 N156 224.8 N162 225.2 N166 228.4 N159 230.5 N153 231.3 N161 232.8 N156 236.7 N161 238.4 N319 246.8 N164 247.2 N350 248.0 N168 250.8 N141 254.0 N158 256.1 N156 259.4 N163 260.3 N150 AMEC Project 6468-13-1072 Structure Dip description 27 Primary-structure Planar Bedding 25 Primary-structure Planar Bedding 51 Fracture Planar Hairline-fracture 28 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 25 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 33 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 26 Primary-structure Planar Bedding 36 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 28 Primary-structure Planar Bedding 61 Fracture Irregular Hairline-fracture 31 Primary-structure Planar Bedding 44 Fracture Discontinuous Hairline-fracture 35 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 30 Primary-structure Planar Bedding 38 Primary-structure Planar Bedding 35 Primary-structure Planar Bedding 32 Primary-structure Planar Bedding 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 98 of 1847 RCN: CRP-111 0.0 Page C1-100 of 1849

ML19030A666

Text

Navigation menu

Search