ML18003A756
| ML18003A756 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 12/15/2017 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1 | |
| Download: ML18003A756 (50) | |
Text
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 2, continued. Logging dates and depth ranges DEPTH\'! OPEN SAMPLE BORING TOOL AND RUN DATE RANGE HOLE INTERVAL NUMBER NUMBER LOGGED (FEET) (FEET) (FEET)
MP-202 FTC DOWN01 0-454.6 461 0.05 6/27/2013 MP-202 DUIN/GAMMA UP01 459.9-11.6 461 0.05 6/27/2013 MP-202 DUIN/GAMMA UP02 85.1 -47.25 461 0.05 6/27/2013 MP-202 HIRAT DOWN01 3.8-459.5 461 0.04 6/27/2013 MP-202 HIRAT UP01 459.4-44.5 461 0.004 6/27/2013 MP-202 DUIN/GAMMA UP01 459.85- 11.6 461 0.05 6/27/2013 MP-202 DUIN/GAMMA UP02 85.1 -4725 461 0.05 6/27/2013 MP-202 HIRAT UP02 50.0-13.0 461 0.004 7/3/2013 MP-202 SUSPENSION DOWN01 14.8-446.2 461 1.6 7/3/2013 MP-202 CALIPER/GAMMA UP01 459.7-11.0 461 0.05 7/3/2013 MP-212* DUIN/GAMMA UP01 176.95-44 177.8 0.05 8/4/2013 MP-212* SUSPENSION DOWN01 45.93-164.04 177.8 1.6 8/4/2013 MP-212* CALIPER/GAMMA UP01 176.75-3 177.8 0.05 8/4/2013 MP-212* HIRAT DOWN01 45-176.7 177.8 0.04 8/4/2013 MP-212* HIRAT UP01 176.6-43 177.8 0.004 8/4/2013 MP-212* HIRAT UP02 65-43 177.8 0.004 8/4/2013 MP-213* HIRAT DOWN01 15-175.6 177.3 0.04 8/3/2013 MP-213* HIRAT UP01 175.6-13.5 177.3 0.004 8/3/2013 MP-213* DUIN/GAMMA UP01 176.8-15 177.3 0.05 8/3/2013 MP-213* SUSPENSION DOWN01 16.40-164.04 177.3 1.6 8/3/2013 MP-213* CALIPER/GAMMA UP01 176.75-4 177.3 0.05 8/3/2013 MP-219A DUIN/GAMMA UP01 268.5-23.5 269.1 0.05 8/2/2013 MP-219A CALIPER/GAMMA UP01 268.4- 3.5 269.1 0.05 8/2/2013 MP-219A HIRAT DOWN01 22-268.2 269.1 0.04 8/2/2013 MP-219A HIRAT UP01 268.15 - 23.4 269.1 0.004 8/2/2013 MP-219A HIRAT UP02 50-47.6 269.1 0.004 8/2/2013 MP-219A SUSPENSION DOWN01 24.61 - 52.49 269.1 1.6 8/2/2013 MP-219A SUSPENSION DOWN02 52.49- 88.58 269.1 1.6 8/2/2013 MP-219A SUSPENSION DOWN03 88.58- 254.27 269.1 1.6 8/2/2013 1
( ) 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 January 11, 2014 Page 49 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-51 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 2, continued. Logging dates and depth ranges DEPTH\'! OPEN SAMPLE BORING TOOL AND RUN DATE RANGE HOLE INTERVAL NUMBER NUMBER LOGGED (FEET) (FEET) (FEET)
MP-401 FTC DOWN01 0-415.0 419.6 0.05 7/8/2013 MP-401 SUSPENSION DOWN01 4.9-405.2 419.6 1.6 7/8/2013 MP-401 DUIN/GAMMA UP01 418.8-4.5 419.6 0.05 7/9/2013 MP-401 HIRAT DOWN01 2.78-418.6 419.6 0.04 7/9/2013 MP-401 HIRAT UP01 418.5-2.78 419.6 0.004 7/9/2013 MP-401 HIRAT UP02 25.0-2.78 419.6 0.004 7/9/2013 MP-401 CALIPER/GAMMA UP01 418.5-3.0 419.6 0.05 7/9/2013 MP-409 FTC DOWN01 0-246.3 251.5 0.05 8/16/2013 MP-409 HIRAT DOWN01 3.1 249.3 251.5 0.04 8/16/2013 MP-409 HIRAT UP01 249.1-34.7 251.5 0.004 8/16/2013 MP-409 SUSPENSION DOWN01 52.49- 237.86 251.5 1.6 8/17/2013 MP-409 DUIN/GAMMA UP01 251.5- 48.85 251.5 0.05 8/17/2013 MP-409 DUIN/GAMMA UP02 96.25-69.7 251.5 0.05 8/17/2013 MP-409 CALIPER/GAMMA UP01 249.2-4.2 251.5 0.05 8/17/2013 MP-412 DUIN/GAMMA UP01 319.45- 9.65 321 0.05 7/21/2013 MP-412 DUIN/GAMMA UP02 55.55-18.7 321 0.05 7/21/2013 MP-412 HIRAT DOWN01 2.7-319.7 321 0.04 7/21/2013 MP-412 HIRAT UP01 319.5-13.3 321 0.004 7/21/2013 MP-412 HIRAT UP02 28.2- 13.1 321 0.004 7/21/2013 MP-412 SUSPENSION DOWN01 16.40 - 305.12 321 1.6 7/22/2013 MP-412 CALIPER/GAMMA UP01 319.75-1.35 321 0.05 7/22/2013 MP-415 FTC DOWN01 0-314.95 320 0.05 6/20/2013 MP-415 DUIN/GAMMA UP01 318.6-5.3 320 0.05 6/20/2013 MP-415 CALIPER/GAMMA UP01 318.65-4.75 320 0.05 6/20/2013 MP-415 HIRAT DOWN 01 4.3- 314.5 320 0.04 6/21/2013 MP-415 HIRAT UP01 314.0-287.3 320 0.004 6/21/2013 MP-415 HIRAT UP02 314.5-20.4 320 0.004 6/21/2013 MP-415 SUSPENSION DOWN01 21.33-306.76 320 1.6 6/21/2013 MP-415 SUSPENSION DOWN02 9.8-32.8 320 1.6 7/7/2013 MP-415 HIRAT UP03 35.0- 8.8 320 0.004 7/7/2013
\l)
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 January 11, 2014 Page 50 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-52 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 2, continued. Logging dates and depth ranges DEPTH\'! OPEN SAMPLE BORING TOOL AND RUN DATE RANGE HOLE INTERVAL NUMBER NUMBER LOGGED (FEET) (FEET) (FEET)
MP-416 FTC DOWN02 0-316.2 321.7 0.05 7/7/2013 MP-416 DUIN/GAMMA UP01 320.5- 72.0 321.7 0.05 7/7/2013 MP-416 SUSPENSION DOWN01 73.8-306.8 321.7 1.6 7/7/2013 MP-416 HIRAT DOWN01 70-320.5 321.7 0.04 7/8/2013 MP-416 HIRAT UP01 320.3- 72.0 321.7 0.004 7/8/2013 MP-416 HIRAT UP02 100.0-72.0 321.7 0.004 7/8/2013 MP-416 CALIPER/GAMMA UP01 320.25-4.0 321.7 0.05 7/8/2013 MP-417 FTC DOWN01 0-313.25 320 0.05 6/26/2013 MP-417 DUIN/GAMMA UP01 319.25-44.4 320 0.05 6/26/2013 MP-417 HIRAT DOWN01 2.8-319.0 320 0.04 6/26/2013 MP-417 HIRAT UP01 318.8-45.8 320 0.004 6/26/2013 MP-417 SUSPENSION DOWN01 49.2- 306.8 320 1.6 6/26/2013 MP-417 CALIPER/GAMMA UP01 318.0-40.15 320 0.05 6/26/2013 MP-418A FTC DOWN01 0-316.4 320.6 0.05 7/5/2013 MP-418A DUIN/GAMMA UP01 320.0- 78.5 320.6 0.05 7/5/2013 MP-418A SUSPENSION DOWN01 80.4-306.8 320.6 1.6 7/5/2013 MP-418A HIRAT DOWN01 80.5-319.7 320.6 0.04 7/5/2013 MP-418A HIRAT UP01 319.7-74.0 320.6 0.004 7/5/2013 MP-418A HIRAT UP02 105.0-77.0 320.6 0.004 7/5/2013 MP-418A CALIPER/GAMMA UP01 319.9-3.0 320.6 0.05 7/5/2013 MP-418A DUIN/GAMMA UP02 80.45-52.5 320.6 0.05 8/1/2013 MP-418A SUSPENSION DOWN02 54.13- 67.26 320.6 1.6 8/1/2013 MP-418A SUSPENSION DOWN03 62.34-82.02 320.6 1.6 8/1/2013 MP-418A HIRAT UP03 95.0-53.0 320.6 0.004 8/1/2013 MP-418A HIRAT DOWN02 54.0-95.0 320.6 0.05 8/1/2013 MP-418A CALIPER/GAMMA UP02 95.0-35.0 320.6 0.04 8/1/2013
\l)
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 January 11, 2014 Page 51 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-53 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 2, continued. Logging dates and depth ranges DEPTH 1 '! OPEN SAMPLE BORING TOOL AND RUN DATE RANGE HOLE INTERVAL NUMBER NUMBER LOGGED (FEET) (FEET) (FEET)
MP-419 FTC DOWN01 0-316.6 321 0.05 6/23/2013 MP-419 DUIN/GAMMA UP01 320.2-48.75 321 0.05 6/23/2013 MP-419 HIRAT DOWN01 4.5-320.0 321 0.04 6/23/2013 MP-419 HIRAT UP01 319.2-50.7 321 0.004 6/23/2013 MP-419 SUSPENSION DOWN01 54.13-306.76 321 1.6 6/24/2013 MP-419 CALIPER/GAMMA UP01 319.95-42.15 321 0.05 6/24/2013 MP-420 FTC DOWN01 0-311.6 319.4 0.05 7/11/2013 MP-420 SUSPENSION DOWN01 47.57-305.12 319.4 1.6 7/11/2013 MP-420 HIRAT DOWN01 47-319.1 319.4 0.04 7/11/2013 MP-420 HIRAT UP01 319.0-49.0 319.4 0.004 7/11/2013 MP-420 HIRAT UP02 70.0-49.0 319.4 0.004 7/11/2013 MP-420 DUIN/GAMMA UP01 318.8-45.8 319.4 0.05 7/16/2013 MP-420 DUIN/GAMMA UP02 112-79.65 319.4 0.05 7/16/2013 MP-420 CALIPER/GAMMA UP01 318.0-3.3 319.4 0.05 7/16/2013 MP-421 FTC DOWN01 0-316.5 320.3 0.05 7/18/2013 MP-421 HIRAT DOWN01 4.3-319.2 320.3 0.04 7/18/2013 MP-421 HIRAT UP01 319.2-47.5 320.3 0.004 7/18/2013 MP-421 DUIN/GAMMA UP01 320.1 - 47.45 320.3 0.05 7/19/2013 MP-421 DUIN/GAMMA UP02 113.38- 85.45 320.3 0.05 7/19/2013 MP-421 CALIPER/GAMMA UP01 318.5-3.75 320.3 0.05 7/19/2013 MP-421 SUSPENSION DOWN01 50.85-306.76 320.3 1.6 7/19/2013 MP-422 FTC DOWN01 0-315.3 320 0.05 6/24/2013 MP-422 DUIN/GAMMA UP01 319.0-9.2 320 0.05 6/24/2013 MP-422 HIRAT DOWN01 4.5-318.8 320 0.04 6/24/2013 MP-422 HIRAT UP01 318.7-42.9 320 0.004 6/24/2013 MP-422 SUSPENSION DOWN01 13.1-306.8 320 1.6 6/25/2013 MP-422 HIRAT UP02 49.4- 10.5 320 0.004 6/25/2013 MP-422 CALIPER/GAMMA UP01 317.1-6.3 320 0.05 6/25/2013
\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 January 11, 2014 Page 52 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-54 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 2, continued. Logging dates and depth ranges DEPTH\'! OPEN SAMPLE BORING TOOL AND RUN DATE RANGE HOLE INTERVAL NUMBER NUMBER LOGGED (FEET) (FEET) (FEET)
MP-423 FTC DOWN01 0-316.5 319 0.05 7/24/2013 MP-423 DUIN/GAMMA UP01 318.75-39.75 319 0.05 7/24/2013 MP-423 DUIN/GAMMA UP02 97.7-63.65 319 0.05 7/24/2013 MP-423 HIRAT DOWN01 4.5-318.7 319 0.04 7/24/2013 MP-423 HIRAT UP01 318.7-41.5 319 0.004 7/24/2013 MP-423 SUSPENSION DOWN01 47.57-305.12 319 1.6 7/25/2013 MP-423 CALIPER/GAMMA UP01 318.65-2.75 319 0.05 7/25/2013 MP-425* DUIN/GAMMA UP01 271.85- 5.55 272.9 0.05 7/22/2013 MP-425* DUIN/GAMMA UP02 51.0-19.7 272.9 0.05 7/22/2013 MP-425* HIRAT DOWN01 4.0-271.6 272.9 0.04 7/22/2013 MP-425* HIRAT UP01 271.5-11.2 272.9 0.004 7/22/2013 MP-425* HIRAT UP02 19.0-5.0 272.9 0.004 7/23/2013 MP-425* SUSPENSION DOWN01 8.20-259.19 272.9 1.6 7/23/2013 MP-425* CALIPER/GAMMA UP01 271.7-3.55 272.9 0.05 7/23/2013 MP-426* DUIN/GAMMA UP01 271.5-20.6 272.3 0.05 8/19/2013 MP-426* DUIN/GAMMA UP02 51.6-23.35 272.3 0.05 8/19/2013 MP-426* HIRAT DOWN01 4.4-271.3 272.3 0.04 8/19/2013 MP-426* HIRAT UP01 271.1 -26.4 272.3 0.004 8/19/2013 MP-426* SUSPENSION DOWN01 32.81 -257.55 272.3 1.6 8/19/2013 MP-426* CALIPER/GAMMA UP01 270.6-3.0 272.3 0.05 8/19/2013 MP-428 FTC DOWN01 0-243.35 250.7 0.05 10/8/2013 MP-428 DUIN/GAMMA UP01 250.05- 39.45 250.7 0.05 10/8/2013 MP-428 DUIN/GAMMA UP02 102.15-5.45 250.7 0.05 10/8/2013 MP-428 HIRAT DOWN01 3.6-249.7 250.7 0.04 10/8/2013 MP-428 HIRAT UP01 249.6-34.2 250.7 0.004 10/8/2013 MP-428 CALIPER/GAMMA UP01 249.35-33.75 250.7 0.05 10/8/2013 MP-429 FTC DOWN01 0-194.75 199.2 0.05 10/9/2013 MP-429 DUIN/GAMMA UP01 199.05-5.25 199.2 0.05 10/9/2013 MP-429 DUIN/GAMMA UP02 85.55-59.5 199.2 0.05 10/9/2013 MP-429 HIRAT DOWN01 4.5-198.5 199.2 0.04 10/9/2013 MP-429 HIRAT UP01 198.4-32.3 199.2 0.004 10/9/2013 MP-429 CALIPER/GAMMA UP01 198.55-24.8 199.2 0.05 10/9/2013
\l)
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 January 11, 2014 Page 53 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-55 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 3. Boring Bottom Depths and After Survey Depth Error (ASDE)
TOOL HIT STARTING ENDING DRILLER BORING TOOL AND RUN BOTTOM DEPTH (1) DEPTH (1) ASDE **
DEPTH (1)
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-101 FTC DOWN01 - 540 -0.62 -0.65 0.3 MP-101 SUSPENSION DOWN01 539 540 7.58 7.48 0.1 MP-101 HIRAT DOWN/UP01 539.5 540 4.10 4.04 0.06 MP-101 DUIN/GAMMA UP01 539.75 540 6.83 6.85 -0.02 MP-101 DUIN/GAMMA UP02 - 540 6.83 6.90 -0.07 MP-101 CALIPER/GAMMA UP01 - 540 6.2 6.2 0.0 MP-102 DUIN/GAMMA UP01 349.8 350.6 6.99 6.90 0.09 MP-102 DUIN/GAMMA UP02 - 350.6 6.99 7.10 -0.11 MP-102 HIRAT DOWN/UP01 346.5 350.6 4.26 3.97 0.29 MP-102 HIRAT UP02 - 350.6 4.26 4.25 0.01 MP-102 SUSPENSION DOWN01 - 350.6 7.74 7.71 0.03 MP-102 SUSPENSION DOWN02 347.15 350.6 7.74 7.74 0.0 MP-102 CALIPER/GAMMA UP01 - 350.6 6.36 6.30 0.06 MP-111 DUIN/GAMMA UP01 173.5 173.9 6.45 6.45 0.0 MP-111 SUSPENSION DOWN01 173.3 173.9 7.22 7.22 0.0 MP-111 CALIPER/GAMMA UP01 - 173.9 5.82 5.82 0.0 MP-111 HIRAT DOWN/UP01 173.2 173.9 3.72 3.66 0.06 MP-111 HIRAT UP02 - 173.9 3.72 3.68 0.04 MP-111PS HIRAT DOWN/UP01 58.2 59.5 2.47 2.48 -0.01 MP-111PS SUSPENSION DOWN01 56.8 59.5 5.94 5.91 0.03 MP-112* DUIN/GAMMA UP01 177.0 177.5 6.45 6.30 0.15 MP-112* CALIPER/GAMMA UP01 - 177.5 5.82 5.85 -0.03 MP-112* HIRAT DOWN010203/UP01 176.5 177.5 3.72 3.74 -0.02 MP-112* SUSPENSION DOWN01 176.5 177.5 4.27 4.17 0.10
("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
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)
TOOL HIT STARTING ENDING DRILLER DEPTH BORING TOOL AND RUN BOTTOM (1) DEPTH (1) DEPTH (1) ASDE **
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-113* DUIN/GAMMA DOWN/UP01 177.6 178 5.15 5.15 0.0 MP-113* SUSPENSION DOWN01 176.5 178 5.91 5.81 0.10 MP-113* CALIPER/GAMMA UP01 - 178 4.52 4.50 0.02 MP-113* HIRAT DOWN/UP01 177.2 178 2.42 2.42 0.0 MP-120 DUIN/GAMMA UP01 349.05 350 6.62 6.55 0.07 MP-120 DUIN/GAMMA UP02 - 350 6.62 6.65 0.03 MP-120 SUSPENSION DOWN01 348.8 350 7.38 7.19 0.20 MP-120 HIRAT DOWN/UP01 348.2 350 3.89 3.63 0.26 MP-120 CALIPER/GAMMA UP01 - 350 5.99 5.92 0.07 MP-122PSA HIRAT DOWN/UP01 50.1 38.7 2.72 2.72 0.0 MP-122PSA SUSPENSION DOWN01 50.2 38.7 6.20 6.20 0.0 MP-122PSB HIRAT DOWN/UP01 50.1 51.0 2.64 2.64 0.0 MP-122PSB SUSPENSION DOWN01 37.1 51.0 6.14 6.14 0.0 MP-201 DUIN/GAMMA UP01 420 420.6 5.45 5.35 0.10 MP-201 SUSPENSION DOWN01 419.3 420.6 6.20 6.20 0.0 MP-201 CALIPER/GAMMA UP01 - 420.6 4.82 4.75 0.07 MP-201 HIRAT DOWN/UP01 419.6 420.6 2.72 2.57 0.15 MP-201 HIRAT UP0203 - 420.6 2.82 2.82 0.0 MP-201 DUIN/GAMMA UP02 - 420.6 5.55 5.55 0.0 MP-201 SUSPENSION DOWN02 - 420.6 6.30 6.30 0.0 MP-201 CALIPER/GAMMA UP02 - 420.6 4.92 4.92 0.0 MP-202 FTC DOWN01 - 461 -1.25 -1.15 0.1 MP-202 DUIN/GAMMA UP01 459.9 461 6.2 6.25 -0.05 MP-202 DUIN/GAMMA UP02 - 461 6.2 6.3 -0.10 MP-202 HIRAT DOWN/UP01 459.5 461 3.47 3.54 -0.07 MP-202 HIRAT UP02 459.4 461 3.47 3.47 0.0 MP-202 SUSPENSION DOWN01 458.7 461 6.96 6.96 0.0 MP-202 CALIPER/GAMMA UP01 - 461 5.57 5.55 0.02 MP-212* DUIN/GAMMA UP01 176.95 177.8 4.45 4.45 0.0 MP-212* SUSPENSION DOWN01 176.5 177.8 5.22 5.12 0.10 MP-212* CALIPER/GAMMA UP01 - 177.8 3.82 3.82 0.0 MP-212* HIRAT DOWN/UP0102 176.6 177.8 1.72 1.70 0.02 (lJ ALL DEPTHS REFERENCED TO GROUND SURFACE ELEVATION 2
( ) *-INCLINED BORING, DEPTHS ALONG BOREHOLE AXIS
- PROBE DID NOT TOUCH BOTTOM OF BORING
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)
TOOL HIT STARTING ENDING DRILLER BORING TOOL AND RUN BOTTOM DEPTH (1) DEPTH (1) ASDE **
DEPTH (1)
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-213* HIRAT DOWN/UP01 175.6 177.3 3.52 3.48 0.04 MP-213* DUIN/GAMMA UP01 176.8 177.3 6.25 6.20 0.05 MP-213* SUSPENSION DOWN01 176.5 177.3 6.99 6.99 0.0 MP-213* CALIPER/GAMMA UP01 - 177.3 5.62 5.62 0.0 MP-219A DUIN/GAMMA UP01 268.5 269.1 6.45 6.45 0.0 MP-219A CALIPER/GAMMA UP01 - 269.1 5.82 5.80 0.02 MP-219A HIRAT DOWN/UP0102 268.2 269.1 3.72 3.84 -0.12 MP-219A SUSPENSION DOWN01 0203 266.8 269.1 7.22 7.15 0.07 MP-401 FTC DOWN01 - 419.6 -1.94 -1.5 -3.44 MP-401 SUSPENSION DOWN01 417.7 419.6 6.27 6.14 0.13 MP-401 DUIN/GAMMA UP01 418.8 419.6 5.51 5.51 0.0 MP-401 HIRAT DOWN/UP01 418.6 419.6 2.78 2.80 -0.02 MP-401 HIRAT UP02 - 419.6 2.78 2.78 0.0 MP-401 CALIPER/GAMMA UP01 - 419.6 4.88 4.80 0.08 MP-409 FTC DOWN01 - 251.5 -1.75 -1.75 0.0 MP-409 HIRAT DOWN/UP01 249.3 251.5 2.97 2.91 0.06 MP-409 SUSPENSION DOWN01 250.4 251.5 6.46 6.43 0.03 MP-409 DUIN/GAMMA UP01 251.5 251.5 5.7 5.75 -0.05 MP-409 DUIN/GAMMA UP02 - 251.5 5.7 5.8 -0.1 MP-409 CALIPER/GAMMA UP01 - 251.5 5.07 5.05 0.02 MP-412 DUIN/GAMMA UP01 319.5 321 5.38 5.40 -0.02 MP-412 DUIN/GAMMA UP02 - 321 5.38 5.45 -0.07 MP-412 HIRAT DOWN/UP01 319.7 321 2.65 2.62 0.03 MP-412 HIRAT UP02 - 321 2.65 2.59 0.06 MP-412 SUSPENSION DOWN01 317.6 321 6.14 6.10 0.04 MP-412 CALIPER/GAMMA UP01 - 321 4.75 4.85 -0.1 MP-415 FTC DOWN01 - 320 -0.59 -0.80 0.21 MP-415 DUIN/GAMMA UP01 318.6 320 6.86 6.70 0.16 MP-415 CALIPER/GAMMA UP01 - 320 6.23 6.15 0.08 MP-415 HIRAT DOWN01/UP0102 314.5 320 4.13 4.20 -0.07 MP-415 SUSPENSION DOWN01 319.3 320 7.61 7.48 0.13 MP-415 SUSPENSION DOWN02 - 320 7.61 7.55 0.07 MP-415 HIRAT UP03 - 320 4.13 4.12 0.01
\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
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)
TOOL HIT STARTING ENDING DRILLER BORING TOOL AND RUN BOTTOM DEPTH (1) DEPTH (1) ASDE **
DEPTH (1)
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-416 FTC DOWN02 - 321.7 -1.74 -1.75 0.01 MP-416 DUIN/GAMMA UP01 320.5 321.7 5.71 5.75 -0.04 MP-416 SUSPENSION DOWN01 319.3 321.7 6.46 6.30 0.16 MP-416 HIRAT DOWN01/UP0102 320.5 321.7 2.98 2.98 0.0 MP-416 CALIPER/GAMMA UP01 - 321.7 5.08 5.00 0.08 MP-417 FTC DOWN01 - 320 -2.03 -2.00 -0.03 MP-417 DUIN/GAMMA UP01 319.25 320 5.42 5.45 -0.03 MP-417 HIRAT DOWN/UP01 319 320 2.69 2.69 0.0 MP-417 SUSPENSION DOWN01 319.3 320 6.17 5.97 0.20 MP-417 CALIPER/GAMMA UP01 - 320 4.79 4.80 -0.01 MP-418A FTC DOWN01 - 320.6 -1.45 -1.50 0.05 MP-418A DUIN/GAMMA UP01 320.0 320.6 6.00 6.05 -0.05 MP-418A SUSPENSION DOWN01 319.3 320.6 6.76 6.63 0.13 MP-418A HIRAT DOWN/UP01 319.7 320.6 3.27 3.14 0.13 MP-418A HIRAT UP02 - 320.6 3.27 3.22 0.05 MP-418A CALIPER/GAMMA UP01 - 320.6 5.37 5.20 0.17 MP-418A DUIN/GAMMA UP02 - 320.6 3.95 3.95 0.0 MP-418A SUSPENSION DOWN02 - 320.6 4.69 4.59 0.10 MP-418A SUSPENSION DOWN03 - 320.6 4.69 4.66 0.03 MP-418A HIRAT DOWN02/UP03 - 320.6 1.22 1.20 0.02 MP-418A CALIPER/GAMMA UP02 - 320.6 3.32 3.30 0.02
\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
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)
TOOL HIT STARTING ENDING DRILLER BORING TOOL AND RUN BOTTOM DEPTH (1) DEPTH (1) ASDE **
DEPTH (1)
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-419 FTC DOWN01 - 321 -0.33 -0.30 -0.03 MP-419 DUIN/GAMMA UP01 320.2 321 7.12 7.15 -0 .03 MP-419 HIRAT DOWN/UP01 320.0 321 4.39 4.32 0.07 MP-419 SUSPENSION DOWN01 319.2 321 7.87 7.94 -0.07 MP-419 CALIPER/GAMMA UP01 - 321 6.49 6.50 -0.01 MP-420 FTC DOWN01 - 319.4 -0.7 -0.7 0 MP-420 SUSPENSION DOWN01 317.6 319.4 7.51 7.45 0.06 MP-420 HIRAT DOWN01/UP0102 319 319.4 4.02 4.00 0.02 MP-420 DUIN/GAMMA UP01 318.8 319.4 6.7 6.7 0.0 MP-420 DUIN/GAMMA UP02 - 319.4 6.7 6.8 -0.1 MP-420 CALIPER/GAMMA UP01 - 319.4 6.07 6.00 0.07 MP-421 FTC DOWN01 - 320.3 -0.48 -0.45 -0.03 MP-421 HIRAT DOWN/UP01 319.2 320.3 4.24 4.12 0.12 MP-421 DUIN/GAMMA UP01 320.1 320.3 6.97 7.05 -0.08 MP-421 DUIN/GAMMA UP02 - 320.3 6.97 7.05 -0.08 MP-421 CALIPER/GAMMA UP01 - 320.3 6.34 6.25 0.09 MP-421 SUSPENSION DOWN01 319.3 320.3 7.71 7.61 0.10 MP-422 FTC DOWN01 - 320 -0.33 -0.30 -0.03 MP-422 DUIN/GAMMA UP01 319 320 7.12 7.15 -0.03 MP-422 HIRAT DOWN/UP01 318.8 320 4.39 4.35 0.04 MP-422 SUSPENSION DOWN01 319.3 320 7.87 7.87 0.0 MP-422 HIRAT UP02 - 320 4.39 4.38 0.01 MP-422 CALIPER/GAMMA UP01 - 320 6.49 6.50 -0.01
\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
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)
TOOL HIT STARTING ENDING DRILLER BORING TOOL AND RUN BOTTOM DEPTH (1) DEPTH (1) ASDE **
DEPTH (1)
NUMBER NUMBER DEPTH (1) REF. REF. (FEET)
(FEET)
(FEET) (FEET) (FEET)
MP-423 FTC DOWN01 - 319 -0.30 -0.30 0.0 MP-423 DUIN/GAMMA UP01 318.75 319 7.15 7.00 0.15 MP-423 DUIN/GAMMA UP02 - 319 7.15 7.30 -0.15 MP-423 HIRAT DOWN/UP01 318.7 319 4.42 4.29 0.13 MP-423 SUSPENSION DOWN01 317.6 319 7.91 7.94 -0.03 MP-423 CALIPER/GAMMA UP01 - 319 6.52 6.50 0.02 MP-425* DUIN/GAMMA UP01 271.85 273 6.66 6.65 0.01 MP-425* DUIN/GAMMA UP02 - 273 6.66 6.70 -0.04 MP-425* HIRAT DOWN/UP01 271.6 273 3.93 3.79 0.14 MP-425* HIRAT UP02 - 273 3.93 3.88 0.05 MP-425* SUSPENSION DOWN01 271.7 273 7.41 7.15 0.26 MP-425* CALIPER/GAMMA UP01 - 273 6.03 6.00 0.03 MP-426* DUIN/GAMMA UP01 271.5 272.3 7.12 7.15 -0.03 MP-426* DUIN/GAMMA UP02 - 272.3 7.12 7.15 -0.03 MP-426* HIRAT DOWN/UP01 271.3 272.3 4.39 4.16 0.23 MP-426* SUSPENSION DOWN01 270.1 272.3 7.87 7.55 0.32 MP-426* CALIPER/GAMMA UP01 - 272.3 6.49 6.40 0.09 MP-428 FTC DOWN01 - 250.7 -1.21 -1.15 -0.06 MP-428 DUIN/GAMMA UP01 250.05 250.7 6.24 6.25 -0.01 MP-428 DUIN/GAMMA UP02 - 250.7 6.24 6.20 0.04 MP-428 HIRAT DOWN/UP01 249.7 250.7 3.51 3.39 0.12 MP-428 CALIPER/GAMMA UP01 - 250.7 5.61 5.55 0.06 MP-429 FTC DOWN01 - 199.2 -0.25 -0.15 0.10 MP-429 DUIN/GAMMA UP01 199.05 199.2 7.2 7.2 0.0 MP-429 DUIN/GAMMA UP02 - 199.2 7.2 7.4 -0.2 MP-429 HIRAT DOWN/UP01 198.5 199.2 4.47 4.40 0.07 MP-429 CALIPER/GAMMA UP01 - 199.2 6.57 6.60 -0.03
\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
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 4. Boring Deviation Data Summary DEPTH (1) HORIZONTAL MEAN DEVIATION SURVEY VERTICAL BORING TOOL AND RUN DEPTH (1) DEPTH (1) OFFSET AT AND AZIMUTH ERROR NUMBER NUMBER(S) BOTTOM (DEGREES TN) (FEET) (FEET) (FEET) (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 January 11, 2014 Page 60 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-62 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 4, continued. Boring Deviation Data Summary DEPTH (1) HORIZONTAL MEAN DEVIATION SURVEY VERTICAL BORING TOOL AND RUN DEPTH (1) DEPTH (1) OFFSET AT AND AZIMUTH ERROR NUMBER NUMBER(S) BOTTOM (DEGREES TN) (FEET) (FEET) (FEET) (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 January 11, 2014 Page 61 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-63 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 4 or 7 -Conductor cable 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 January 11, 2014 Page 62 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-64 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 IJ.BB B.BB lB.BB Dep: 1B3.3 l)p : 7132 Far HN Vsn: 174:5 9 . 91B ~~......._____..;.-' Vsr: 174:5 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 Figure 2: Example of filtered (1400Hz lowpass) suspension record GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 63 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-65 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 IJ.BB 8.BB 1B.BB Dep: 1B3.3 lJp : 7132 lJsn: 1745 lJsr: 1745 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 Figure 3. Example of unfiltered suspension record GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 64 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-66 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072
!sonde Head lcentraliser IMain Pressure Housing .r----IAccelerometers
.r----IMagnetometer
!Acoustic Head +----!Motor Section I
IMirror Window
~t--
I !Bellows Section IBellows Cover
- -*-*** ~J Figure 4
- Concept illustration of televiewer probe GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 65 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 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 V 5 and VP Analysis 0
50 100 +-~-+~--r-1-.~i!w*~~+-~-+~*9~
~+-+-~~-+-4~ ~ ~
-- = 5:
~~
~+-~-+--~+-~~--~1--+-1-1
~*~r-+-~-+-+~~+-1-~-+~
150 -.. --
200 E. 250
- c 1- - Near-Far Receivers, Vs a.. -
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 January 11, 2014 Page 66 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-68 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 19.7 6600 11900 0.28 6.0 2010 3630 0.28 21.3 7840 14180 0.28 6.5 2390 4320 0.28 23.0 7840 13890 0.27 7.0 2390 4230 0.27 24.6 7170 15150 0.36 7.5 2180 4620 0.36 26.3 7250 12350 0.24 8.0 2210 3760 0.24 27.9 5090 12350 0.40 8.5 1550 3760 0.40 29.5 4980 12820 0.41 9.0 1520 3910 0.41 31.2 8230 14180 0.25 9.5 2510 4320 0.25 32.8 6010 12580 0.35 10.0 1830 3830 0.35 34.5 6600 12120 0.29 10.5 2010 3690 0.29 36.1 7800 14490 0.30 11.0 2380 4420 0.30 37.7 9260 17090 0.29 11.5 2820 5210 0.29 39.4 9260 17090 0.29 12.0 2820 5210 0.29 41.0 9390 18020 0.31 12.5 2860 5490 0.31 42.7 8390 17090 0.34 13.0 2560 5210 0.34 44.3 7580 13890 0.29 13.5 2310 4230 0.29 45.9 7750 14180 0.29 14.0 2360 4320 0.29 47.6 7250 14180 0.32 14.5 2210 4320 0.32 49.2 7710 13890 0.28 15.0 2350 4230 0.28 50.9 7620 14180 0.30 15.5 2320 4320 0.30 52.5 7250 13890 0.31 16.0 2210 4230 0.31 54.1 8230 17090 0.35 16.5 2510 5210 0.35 55.8 8890 17540 0.33 17.0 2710 5350 0.33 57.4 8660 16670 0.32 17.5 2640 5080 0.32 59.1 8770 16260 0.29 18.0 2670 4960 0.29 60.7 9200 16670 0.28 18.5 2800 5080 0.28 62.3 9320 16670 0.27 19.0 2840 5080 0.27 64.0 9130 17090 0.30 19.5 2780 5210 0.30 65.6 9260 17090 0.29 20.0 2820 5210 0.29 67.3 9070 16260 0.27 20.5 2760 4960 0.27 68.9 8600 15870 0.29 21.0 2620 4840 0.29 70.9 7940 15150 0.31 21.6 2420 4620 0.31 72.2 7840 14810 0.31 22.0 2390 4520 0.31 73.8 7250 14180 0.32 22.5 2210 4320 0.32 75.5 7170 13890 0.32 23.0 2180 4230 0.32 77.1 6770 12580 0.30 23.5 2060 3830 0.30 78.7 6700 12580 0.30 24.0 2040 3830 0.30 80.4 8230 15150 0.29 24.5 2510 4620 0.29 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 67 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-69 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 82.0 8710 15150 0.25 25.0 2660 4620 0.25 83.7 8490 15500 0.29 25.5 2590 4730 0.29 85.3 8280 14810 0.27 26.0 2520 4520 0.27 86.9 7410 15870 0.36 26.5 2260 4840 0.36 88.6 6320 11900 0.30 27.0 1930 3630 0.30 90.2 5980 11110 0.30 27.5 1820 3390 0.30 91.9 6500 13890 0.36 28.0 1980 4230 0.36 93.5 6910 12580 0.28 28.5 2110 3830 0.28 95.1 7130 12820 0.28 29.0 2170 3910 0.28 96.8 6010 11700 0.32 29.5 1830 3560 0.32 98.4 6910 13610 0.33 30.0 2110 4150 0.33 100.1 6910 12820 0.30 30.5 2110 3910 0.30 101.7 6600 13330 0.34 31.0 2010 4060 0.34 103.4 6600 13330 0.34 31.5 2010 4060 0.34 105.0 6350 13610 0.36 32.0 1940 4150 0.36 106.6 6410 12120 0.31 32.5 1950 3690 0.31 108.3 5510 11300 0.34 33.0 1680 3440 0.34 109.9 6090 11700 0.31 33.5 1860 3560 0.31 111.6 6120 10930 0.27 34.0 1860 3330 0.27 113.2 6230 12580 0.34 34.5 1900 3830 0.34 114.8 6700 13070 0.32 35.0 2040 3980 0.32 116.5 6670 12350 0.29 35.5 2030 3760 0.29 118.1 8130 14180 0.26 36.0 2480 4320 0.26 119.8 6840 13330 0.32 36.5 2080 4060 0.32 121.4 6910 12120 0.26 37.0 2110 3690 0.26 123.0 7290 13330 0.29 37.5 2220 4060 0.29 124.7 7450 13070 0.26 38.0 2270 3980 0.26 126.3 6770 12350 0.29 38.5 2060 3760 0.29 128.0 6570 14180 0.36 39.0 2000 4320 0.36 129.6 8180 16670 0.34 39.5 2490 5080 0.34 131.2 9730 17090 0.26 40.0 2970 5210 0.26 133.2 9130 18020 0.33 40.6 2780 5490 0.33 134.5 6800 12120 0.27 41.0 2070 3690 0.27 136.2 10580 19610 0.29 41.5 3230 5980 0.29 137.8 9880 19610 0.33 42.0 3010 5980 0.33 139.4 8890 16260 0.29 42.5 2710 4960 0.29 141.1 9390 19610 0.35 43.0 2860 5980 0.35 142.7 8950 18020 0.34 43.5 2730 5490 0.34 144.4 9260 19610 0.36 44.0 2820 5980 0.36 146.0 9200 19050 0.35 44.5 2800 5810 0.35 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 68 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-70 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 147.6 8830 16260 0.29 45.0 2690 4960 0.29 149.3 8490 17090 0.34 45.5 2590 5210 0.34 150.9 8950 18520 0.35 46.0 2730 5640 0.35 152.6 9590 18520 0.32 46.5 2920 5640 0.32 154.2 9800 18520 0.31 47.0 2990 5640 0.31 155.8 9590 19610 0.34 47.5 2920 5980 0.34 157.5 8890 17090 0.31 48.0 2710 5210 0.31 159.1 9070 18520 0.34 48.5 2760 5640 0.34 160.8 9460 17540 0.30 49.0 2880 5350 0.30 162.4 9800 19050 0.32 49.5 2990 5810 0.32 164.0 9590 18020 0.30 50.0 2920 5490 0.30 165.7 8230 16260 0.33 50.5 2510 4960 0.33 167.3 8080 16670 0.35 51.0 2460 5080 0.35 169.0 7840 15870 0.34 51.5 2390 4840 0.34 170.6 7530 16670 0.37 52.0 2300 5080 0.37 172.2 7290 16260 0.37 52.5 2220 4960 0.37 173.9 8490 17090 0.34 53.0 2590 5210 0.34 175.5 7620 15870 0.35 53.5 2320 4840 0.35 177.2 6260 15500 0.40 54.0 1910 4730 0.40 178.8 8550 15870 0.30 54.5 2610 4840 0.30 180.5 8660 16260 0.30 55.0 2640 4960 0.30 182.1 8440 15150 0.28 55.5 2570 4620 0.28 183.7 7050 14490 0.34 56.0 2150 4420 0.34 185.4 6800 13070 0.31 56.5 2070 3980 0.31 187.0 6840 14490 0.36 57.0 2080 4420 0.36 188.7 7130 15500 0.37 57.5 2170 4730 0.37 190.3 8770 15500 0.26 58.0 2670 4730 0.26 191.9 6730 14180 0.35 58.5 2050 4320 0.35 193.6 9950 18020 0.28 59.0 3030 5490 0.28 195.2 8030 14810 0.29 59.5 2450 4520 0.29 196.9 9320 17540 0.30 60.0 2840 5350 0.30 198.5 8550 16260 0.31 60.5 2610 4960 0.31 200.1 8660 16260 0.30 61.0 2640 4960 0.30 201.8 8830 17540 0.33 61.5 2690 5350 0.33 203.4 8950 17090 0.31 62.0 2730 5210 0.31 205.1 8230 15500 0.30 62.5 2510 4730 0.30 206.7 8600 15500 0.28 63.0 2620 4730 0.28 208.3 10180 19050 0.30 63.5 3100 5810 0.30 210.0 10260 19610 0.31 64.0 3130 5980 0.31 211.6 9390 18020 0.31 64.5 2860 5490 0.31 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 69 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-71 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 213.3 9520 16670 0.26 65.0 2900 5080 0.26 214.9 9950 17540 0.26 65.5 3030 5350 0.26 216.5 10180 18020 0.27 66.0 3100 5490 0.27 218.2 10100 17540 0.25 66.5 3080 5350 0.25 219.8 9880 19050 0.32 67.0 3010 5810 0.32 221.5 9950 19050 0.31 67.5 3030 5810 0.31 223.1 9460 18020 0.31 68.0 2880 5490 0.31 224.7 8950 17090 0.31 68.5 2730 5210 0.31 226.4 8830 16260 0.29 69.0 2690 4960 0.29 228.0 8770 16670 0.31 69.5 2670 5080 0.31 229.7 9130 17090 0.30 70.0 2780 5210 0.30 231.3 9950 18520 0.30 70.5 3030 5640 0.30 232.9 9660 17540 0.28 71.0 2940 5350 0.28 234.6 8660 18520 0.36 71.5 2640 5640 0.36 236.2 9200 20200 0.37 72.0 2800 6160 0.37 237.9 11200 19610 0.26 72.5 3420 5980 0.26 239.5 6700 12120 0.28 73.0 2040 3690 0.28 241.1 6730 15500 0.38 73.5 2050 4730 0.38 242.8 7020 13610 0.32 74.0 2140 4150 0.32 244.4 7170 13330 0.30 74.5 2180 4060 0.30 246.1 8130 14810 0.28 75.0 2480 4520 0.28 247.7 7800 13610 0.26 75.5 2380 4150 0.26 249.3 7980 15150 0.31 76.0 2430 4620 0.31 251.0 10420 19050 0.29 76.5 3180 5810 0.29 252.6 11110 20200 0.28 77.0 3390 6160 0.28 254.3 11020 20200 0.29 77.5 3360 6160 0.29 255.9 10750 19610 0.28 78.0 3280 5980 0.28 257.6 10580 20200 0.31 78.5 3230 6160 0.31 259.2 10340 20830 0.34 79.0 3150 6350 0.34 260.8 10930 20830 0.31 79.5 3330 6350 0.31 262.5 10670 19610 0.29 80.0 3250 5980 0.29 264.1 10340 19610 0.31 80.5 3150 5980 0.31 265.8 9520 19050 0.33 81.0 2900 5810 0.33 267.4 9880 19610 0.33 81.5 3010 5980 0.33 269.0 10670 20200 0.31 82.0 3250 6160 0.31 270.7 10670 20200 0.31 82.5 3250 6160 0.31 272.3 10670 20200 0.31 83.0 3250 6160 0.31 274.0 10500 19610 0.30 83.5 3200 5980 0.30 275.6 10260 19610 0.31 84.0 3130 5980 0.31 277.2 10670 20830 0.32 84.5 3250 6350 0.32 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 70 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-72 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 278.9 10420 20200 0.32 85.0 3180 6160 0.32 280.5 10420 21510 0.35 85.5 3180 6550 0.35 282.2 10580 19610 0.29 86.0 3230 5980 0.29 283.8 10840 20830 0.31 86.5 3300 6350 0.31 285.4 10670 19610 0.29 87.0 3250 5980 0.29 287.1 10580 20830 0.33 87.5 3230 6350 0.33 288.7 10580 20830 0.33 88.0 3230 6350 0.33 290.4 10750 20200 0.30 88.5 3280 6160 0.30 292.0 10030 20200 0.34 89.0 3060 6160 0.34 293.6 10260 20830 0.34 89.5 3130 6350 0.34 295.3 10750 20830 0.32 90.0 3280 6350 0.32 296.9 10420 20830 0.33 90.5 3180 6350 0.33 298.6 10340 20200 0.32 91.0 3150 6160 0.32 300.2 10420 20200 0.32 91.5 3180 6160 0.32 301.8 10580 20200 0.31 92.0 3230 6160 0.31 303.5 10580 20200 0.31 92.5 3230 6160 0.31 305.1 10500 20830 0.33 93.0 3200 6350 0.33 306.8 10180 20200 0.33 93.5 3100 6160 0.33 308.4 10030 20200 0.34 94.0 3060 6160 0.34 310.0 10180 19610 0.32 94.5 3100 5980 0.32 311.7 10750 19610 0.28 95.0 3280 5980 0.28 313.3 10930 19610 0.27 95.5 3330 5980 0.27 315.0 10100 19610 0.32 96.0 3080 5980 0.32 316.6 11490 20200 0.26 96.5 3500 6160 0.26 318.2 10500 19610 0.30 97.0 3200 5980 0.30 319.9 8710 16260 0.30 97.5 2660 4960 0.30 321.5 7800 14490 0.30 98.0 2380 4420 0.30 323.2 7890 13890 0.26 98.5 2400 4230 0.26 324.8 8030 14180 0.26 99.0 2450 4320 0.26 326.4 8550 15150 0.27 99.5 2610 4620 0.27 328.1 9010 15500 0.25 100.0 2750 4730 0.25 329.7 9390 16260 0.25 100.5 2860 4960 0.25 331.4 9520 17540 0.29 101.0 2900 5350 0.29 333.0 9880 17540 0.27 101.5 3010 5350 0.27 334.7 9800 16670 0.24 102.0 2990 5080 0.24 336.3 9800 18020 0.29 102.5 2990 5490 0.29 337.9 9730 16670 0.24 103.0 2970 5080 0.24 339.6 9730 17090 0.26 103.5 2970 5210 0.26 341.2 9880 17540 0.27 104.0 3010 5350 0.27 342.9 9520 16670 0.26 104.5 2900 5080 0.26 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 71 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-73 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 344.5 9390 17540 0.30 105.0 2860 5350 0.30 346.1 9590 16260 0.23 105.5 2920 4960 0.23 347.8 9320 17090 0.29 106.0 2840 5210 0.29 349.4 9800 17540 0.27 106.5 2990 5350 0.27 351.1 9070 15500 0.24 107.0 2760 4730 0.24 352.7 9070 16670 0.29 107.5 2760 5080 0.29 354.3 9730 17090 0.26 108.0 2970 5210 0.26 356.0 9800 18020 0.29 108.5 2990 5490 0.29 357.6 9660 17090 0.27 109.0 2940 5210 0.27 359.3 9320 16670 0.27 109.5 2840 5080 0.27 360.9 10260 18520 0.28 110.0 3130 5640 0.28 362.5 10750 19050 0.27 110.5 3280 5810 0.27 364.2 9800 18020 0.29 111.0 2990 5490 0.29 365.8 9010 16670 0.29 111.5 2750 5080 0.29 367.5 8890 15500 0.26 112.0 2710 4730 0.26 369.1 9010 17090 0.31 112.5 2750 5210 0.31 370.7 8890 16670 0.30 113.0 2710 5080 0.30 372.4 8440 15870 0.30 113.5 2570 4840 0.30 374.0 8440 15870 0.30 114.0 2570 4840 0.30 375.7 9200 17540 0.31 114.5 2800 5350 0.31 377.3 9390 17540 0.30 115.0 2860 5350 0.30 378.9 8770 16260 0.29 115.5 2670 4960 0.29 380.6 8710 16670 0.31 116.0 2660 5080 0.31 382.2 8490 16670 0.32 116.5 2590 5080 0.32 383.9 8080 14490 0.27 117.0 2460 4420 0.27 385.5 8130 15500 0.31 117.5 2480 4730 0.31 387.1 8080 15500 0.31 118.0 2460 4730 0.31 388.8 8280 15150 0.29 118.5 2520 4620 0.29 390.4 8330 15150 0.28 119.0 2540 4620 0.28 392.1 8180 15500 0.31 119.5 2490 4730 0.31 393.7 8080 15500 0.31 120.0 2460 4730 0.31 395.3 8180 15150 0.29 120.5 2490 4620 0.29 397.0 8550 15870 0.30 121.0 2610 4840 0.30 398.6 8550 17540 0.34 121.5 2610 5350 0.34 400.3 7940 17090 0.36 122.0 2420 5210 0.36 401.9 7800 16260 0.35 122.5 2380 4960 0.35 403.5 7750 16260 0.35 123.0 2360 4960 0.35 405.2 8230 16670 0.34 123.5 2510 5080 0.34 406.8 8390 17090 0.34 124.0 2560 5210 0.34 408.5 8080 17090 0.36 124.5 2460 5210 0.36 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 72 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-74 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 410.1 7840 17090 0.37 125.0 2390 5210 0.37 411.8 8330 18020 0.36 125.5 2540 5490 0.36 413.4 8390 18520 0.37 126.0 2560 5640 0.37 415.0 7840 17090 0.37 126.5 2390 5210 0.37 416.7 8550 17090 0.33 127.0 2610 5210 0.33 418.3 9590 18520 0.32 127.5 2920 5640 0.32 420.0 9390 18520 0.33 128.0 2860 5640 0.33 421.6 8710 18020 0.35 128.5 2660 5490 0.35 423.2 8890 19050 0.36 129.0 2710 5810 0.36 424.9 9070 19050 0.35 129.5 2760 5810 0.35 426.5 8710 18020 0.35 130.0 2660 5490 0.35 428.2 8710 17540 0.34 130.5 2660 5350 0.34 429.8 9130 18520 0.34 131.0 2780 5640 0.34 431.4 9320 18520 0.33 131.5 2840 5640 0.33 433.1 7370 16670 0.38 132.0 2250 5080 0.38 434.7 7800 17090 0.37 132.5 2380 5210 0.37 436.4 8130 16670 0.34 133.0 2480 5080 0.34 438.0 8280 17540 0.36 133.5 2520 5350 0.36 439.6 8550 18020 0.35 134.0 2610 5490 0.35 441.3 7710 18020 0.39 134.5 2350 5490 0.39 442.9 7800 18020 0.38 135.0 2380 5490 0.38 444.6 7710 18520 0.40 135.5 2350 5640 0.40 446.2 7450 18020 0.40 136.0 2270 5490 0.40 447.8 7370 15870 0.36 136.5 2250 4840 0.36 449.5 7710 16670 0.36 137.0 2350 5080 0.36 451.1 7450 17540 0.39 137.5 2270 5350 0.39 452.8 8180 19050 0.39 138.0 2490 5810 0.39 454.4 7330 17540 0.39 138.5 2230 5350 0.39 456.0 9070 18020 0.33 139.0 2760 5490 0.33 457.7 8600 18520 0.36 139.5 2620 5640 0.36 459.3 8330 17540 0.35 140.0 2540 5350 0.35 461.0 8230 17540 0.36 140.5 2510 5350 0.36 462.6 8830 19610 0.37 141.0 2690 5980 0.37 464.2 9520 19610 0.35 141.5 2900 5980 0.35 465.9 7980 16670 0.35 142.0 2430 5080 0.35 467.5 8080 16260 0.34 142.5 2460 4960 0.34 469.2 8830 17540 0.33 143.0 2690 5350 0.33 470.8 8950 17540 0.32 143.5 2730 5350 0.32 472.4 8710 17540 0.34 144.0 2660 5350 0.34 474.1 8330 16260 0.32 144.5 2540 4960 0.32 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 73 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-75 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 475.7 7940 16260 0.34 145.0 2420 4960 0.34 477.4 7890 15500 0.33 145.5 2400 4730 0.33 479.0 8080 17540 0.37 146.0 2460 5350 0.37 480.6 7710 17540 0.38 146.5 2350 5350 0.38 482.3 8550 17540 0.34 147.0 2610 5350 0.34 483.9 8770 17540 0.33 147.5 2670 5350 0.33 485.6 10180 19610 0.32 148.0 3100 5980 0.32 487.2 8490 16670 0.32 148.5 2590 5080 0.32 488.9 8180 16260 0.33 149.0 2490 4960 0.33 490.5 8280 16260 0.32 149.5 2520 4960 0.32 492.1 8180 17090 0.35 150.0 2490 5210 0.35 493.8 8030 16670 0.35 150.5 2450 5080 0.35 495.4 8030 17090 0.36 151.0 2450 5210 0.36 497.1 8180 17540 0.36 151.5 2490 5350 0.36 498.7 8080 17090 0.36 152.0 2460 5210 0.36 500.3 8030 16670 0.35 152.5 2450 5080 0.35 502.0 8230 16260 0.33 153.0 2510 4960 0.33 503.6 8130 16260 0.33 153.5 2480 4960 0.33 505.3 8180 16670 0.34 154.0 2490 5080 0.34 506.9 8390 17090 0.34 154.5 2560 5210 0.34 508.5 9010 17540 0.32 155.0 2750 5350 0.32 510.2 8830 17090 0.32 155.5 2690 5210 0.32 511.8 8950 16670 0.30 156.0 2730 5080 0.30 513.5 9010 17090 0.31 156.5 2750 5210 0.31 515.1 9660 18020 0.30 157.0 2940 5490 0.30 516.7 8330 16670 0.33 157.5 2540 5080 0.33 518.4 8080 15500 0.31 158.0 2460 4730 0.31 520.0 8080 15870 0.33 158.5 2460 4840 0.33 521.7 8030 16260 0.34 159.0 2450 4960 0.34 523.3 8030 15500 0.32 159.5 2450 4730 0.32 524.9 7530 15150 0.34 160.0 2300 4620 0.34 526.6 7980 15500 0.32 160.5 2430 4730 0.32 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 7 4 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-76 of 1849
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Clinch River SMR Project AMEC Project 6468-13-1072 Nat. Gamma (CAL) Fluid Conductivity Conductivity-Short Conductivity-Long Fluid Temperature
Depth 0 CPS 150 100 uS/em 1000 -10 mS/m 40 -20 mS/m 40 15 DegC 19 Feet Nat. Gamma (DUIN) Conductivity-Short#2 Conductivity-Long#2 Borehole Diameter
~-------- ------+--------------
0 CPS 150 -10 mS/m 40 -20 mS/m 40 2 INCH 6 Nat Gamma (FTC) 0 API 150 MP-101 lU 20
' -4 .1
~.,..... ~ !
30 40 i ""')
~
~
01 I 50 60 "T" r
..da.. ' ..1..
70
~ i ~
80 90 r-
~
<;,.""-. 100 ~ <')
110
~
~
120
...::!! ;;::;- I 130 ...:s
~
I I
' 140 150
";;;;;; I 160
~- 170 I I
~- i 180
)
.a:- ~- 190 200 I'll
__..I"- i 210 ~
<"" i 220
(.?" I 230
~ 240 l'<- I
_,~...
250
' 260 270 l
280 J? 290
';"; 300
~ ;
i 310 320
~-
330 I/
I 340 I
350 cg
-.. !;>-, 360 370
~ 380
,*~
390
.-~- I h i 400 410 5
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.., I 420 430 440
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-5. I 450
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460 470 s "i
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~ ' "'4. 480 490 L l..
~~ 500
~
--=
~ I 510 i <... 1<.....
- ., i 520 I~ I 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 January 11, 2014 Page 75 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-77 of 1849
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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 January 11, 2014 Page 76 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-78 of 1849
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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 January 11, 2014 Page 77 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-79 of 1849
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 January 11, 2014 Page 78 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-80 of 1849
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 January 11, 2014 Page 79 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-81 of 1849
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 January 11, 2014 Page 80 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-82 of 1849
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 January 11, 2014 Page 81 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-83 of 1849
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 January 11, 2014 Page 82 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-84 of 1849
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 January 11, 2014 Page 83 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-85 of 1849
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Clinch River SMR Project AMEC Project 6468-13-1072 DIP DATA INTERPRETATION RGLDIP vsn 6.2 DIP-AZIMUTH. FRACTURE ROSE-DIAGRAM AMEC Borehole : MP-101 CLINCH RIVER top of borehole ... North ref. is true East: Depth units are feet Nortll Alt:
Zone from 537.622 to 17.61 Oft Interpretation 1 Dip data sets ..
BHTVdips MP-101 N 17.610- 537.622ft I Dip-azimuth, fracture rose-diagram w E 0 10 20 30 40 50 60 70 80 901 0Cl1 Cl20 Azimuth I ncr= 10° N = 299 MP-101, Interpretation 1 537.622 to 17.610fl Figure 7. Boring MP-1 01, Rose Diagram GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 84 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-86 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Deviated borehole in orthographic projection, viewed from N19 1~0 .... *** ..
100 ------------
--~-----
200 300 400 500-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 Figure 8. Boring MP-1 01, Up Deviation Projection GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 85 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-87 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-102 Receiver to Receiver V 5 and VP Analysis 0
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Figure 9: Boring MP-1 02, Suspension R1-R2 P- and Swwave velocities GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 86 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 8.2 2070 4660 0.38 2.5 630 1420 0.38 9.8 1860 4420 0.39 3.0 570 1350 0.39 11.5 1760 4190 0.39 3.5 540 1280 0.39 13.1 2580 5700 0.37 4.0 790 1740 0.37 14.8 2510 5290 0.36 4.5 760 1610 0.36 16.4 2070 5330 0.41 5.0 630 1630 0.41 18.0 3880 8330 0.36 5.5 1180 2540 0.36 19.7 4220 8550 0.34 6.0 1290 2610 0.34 21.3 5650 12120 0.36 6.5 1720 3690 0.36 23.0 5750 11700 0.34 7.0 1750 3560 0.34 24.6 6350 12820 0.34 7.5 1940 3910 0.34 26.3 7800 16260 0.35 8.0 2380 4960 0.35 27.9 8950 14810 0.21 8.5 2730 4520 0.21 29.5 10420 18020 0.25 9.0 3180 5490 0.25 31.2 10420 19050 0.29 9.5 3180 5810 0.29 32.8 8830 15870 0.28 10.0 2690 4840 0.28 34.5 8130 15150 0.30 10.5 2480 4620 0.30 36.1 8600 15500 0.28 11.0 2620 4730 0.28 37.7 8490 15870 0.30 11.5 2590 4840 0.30 39.4 6230 14180 0.38 12.0 1900 4320 0.38 41.0 6010 14180 0.39 12.5 1830 4320 0.39 42.7 6380 15150 0.39 13.0 1940 4620 0.39 44.3 7250 14810 0.34 13.5 2210 4520 0.34 45.9 7660 15150 0.33 14.0 2340 4620 0.33 47.6 7530 15870 0.35 14.5 2300 4840 0.35 49.2 7250 15150 0.35 15.0 2210 4620 0.35 50.9 7090 15150 0.36 15.5 2160 4620 0.36 52.5 7330 15870 0.36 16.0 2230 4840 0.36 54.1 7450 15150 0.34 16.5 2270 4620 0.34 55.8 7410 14810 0.33 17.0 2260 4520 0.33 57.4 7130 14810 0.35 17.5 2170 4520 0.35 59.1 6730 15500 0.38 18.0 2050 4730 0.38 61.0 7210 14810 0.34 18.6 2200 4520 0.34 62.3 7290 13890 0.31 19.0 2220 4230 0.31 64.0 6540 14490 0.37 19.5 1990 4420 0.37 65.6 6670 14490 0.37 20.0 2030 4420 0.37 67.3 7800 15870 0.34 20.5 2380 4840 0.34 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 87 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-89 of 1849
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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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 68.9 8230 15870 0.32 21.0 2510 4840 0.32 70.5 7490 15870 0.36 21.5 2280 4840 0.36 72.2 6980 15150 0.37 22.0 2130 4620 0.37 73.8 6840 13610 0.33 22.5 2080 4150 0.33 75.5 7250 13610 0.30 23.0 2210 4150 0.30 77.1 7840 15500 0.33 23.5 2390 4730 0.33 78.7 7840 15150 0.32 24.0 2390 4620 0.32 80.4 7840 15150 0.32 24.5 2390 4620 0.32 82.0 6170 13070 0.36 25.0 1880 3980 0.36 83.7 5420 11900 0.37 25.5 1650 3630 0.37 85.3 6870 14490 0.35 26.0 2090 4420 0.35 86.9 8830 17540 0.33 26.5 2690 5350 0.33 88.6 9320 18020 0.32 27.0 2840 5490 0.32 90.2 9800 18520 0.31 27.5 2990 5640 0.31 91.9 9520 17540 0.29 28.0 2900 5350 0.29 93.8 8830 17090 0.32 28.6 2690 5210 0.32 95.1 8440 16260 0.32 29.0 2570 4960 0.32 96.8 8330 16260 0.32 29.5 2540 4960 0.32 98.4 8660 17540 0.34 30.0 2640 5350 0.34 100.1 9260 17540 0.31 30.5 2820 5350 0.31 101.7 9010 18520 0.34 31.0 2750 5640 0.34 103.4 7980 15870 0.33 31.5 2430 4840 0.33 105.0 7660 15150 0.33 32.0 2340 4620 0.33 106.6 7800 15150 0.32 32.5 2380 4620 0.32 108.3 8230 15870 0.32 33.0 2510 4840 0.32 109.9 8890 17090 0.31 33.5 2710 5210 0.31 111.6 8710 17540 0.34 34.0 2660 5350 0.34 113.2 7800 15870 0.34 34.5 2380 4840 0.34 114.8 7290 14490 0.33 35.0 2220 4420 0.33 116.5 7370 15500 0.35 35.5 2250 4730 0.35 118.1 8390 18020 0.36 36.0 2560 5490 0.36 119.8 7840 15870 0.34 36.5 2390 4840 0.34 121.4 7130 14180 0.33 37.0 2170 4320 0.33 123.0 6800 14180 0.35 37.5 2070 4320 0.35 124.7 7130 15150 0.36 38.0 2170 4620 0.36 126.3 8440 17540 0.35 38.5 2570 5350 0.35 128.0 9200 17540 0.31 39.0 2800 5350 0.31 129.6 9130 18520 0.34 39.5 2780 5640 0.34 131.2 9320 17540 0.30 40.0 2840 5350 0.30 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 88 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-90 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 132.9 8550 15870 0.30 40.5 2610 4840 0.30 134.5 7580 14810 0.32 41.0 2310 4520 0.32 136.2 7290 14810 0.34 41.5 2220 4520 0.34 138.1 7490 14810 0.33 42.1 2280 4520 0.33 139.8 7580 13610 0.28 42.6 2310 4150 0.28 141.1 7330 13890 0.31 43.0 2230 4230 0.31 142.7 7750 15870 0.34 43.5 2360 4840 0.34 144.4 8550 15150 0.27 44.0 2610 4620 0.27 146.0 8440 15870 0.30 44.5 2570 4840 0.30 147.6 8440 17090 0.34 45.0 2570 5210 0.34 149.3 8770 16260 0.29 45.5 2670 4960 0.29 150.9 9200 18020 0.32 46.0 2800 5490 0.32 152.9 9130 18020 0.33 46.6 2780 5490 0.33 154.2 9070 16670 0.29 47.0 2760 5080 0.29 155.8 9130 16670 0.29 47.5 2780 5080 0.29 157.5 8550 17090 0.33 48.0 2610 5210 0.33 159.1 7580 15870 0.35 48.5 2310 4840 0.35 160.8 7050 15150 0.36 49.0 2150 4620 0.36 162.4 6840 14180 0.35 49.5 2080 4320 0.35 164.0 6470 13330 0.35 50.0 1970 4060 0.35 165.7 6200 13330 0.36 50.5 1890 4060 0.36 167.3 6870 14180 0.35 51.0 2090 4320 0.35 169.0 7890 15150 0.31 51.5 2400 4620 0.31 170.6 8130 16260 0.33 52.0 2480 4960 0.33 172.2 8830 15870 0.28 52.5 2690 4840 0.28 173.9 7940 14810 0.30 53.0 2420 4520 0.30 175.5 7450 13890 0.30 53.5 2270 4230 0.30 177.2 6170 13070 0.36 54.0 1880 3980 0.36 178.8 6380 12820 0.34 54.5 1940 3910 0.34 180.5 6800 13070 0.31 55.0 2070 3980 0.31 182.1 7370 13610 0.29 55.5 2250 4150 0.29 183.7 7450 13070 0.26 56.0 2270 3980 0.26 185.4 7410 13610 0.29 56.5 2260 4150 0.29 187.0 8130 14810 0.28 57.0 2480 4520 0.28 188.7 7660 13330 0.25 57.5 2340 4060 0.25 190.3 7660 13890 0.28 58.0 2340 4230 0.28 191.9 6940 13610 0.32 58.5 2120 4150 0.32 193.6 7020 13890 0.33 59.0 2140 4230 0.33 195.2 7050 14490 0.34 59.5 2150 4420 0.34 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 89 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-91 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 196.9 6320 14180 0.38 60.0 1930 4320 0.38 198.5 6730 14490 0.36 60.5 2050 4420 0.36 200.1 7130 13070 0.29 61.0 2170 3980 0.29 201.8 6320 14180 0.38 61.5 1930 4320 0.38 203.4 6630 15500 0.39 62.0 2020 4730 0.39 205.1 8180 16670 0.34 62.5 2490 5080 0.34 206.7 8080 16260 0.34 63.0 2460 4960 0.34 208.3 8550 17540 0.34 63.5 2610 5350 0.34 210.0 8710 15870 0.28 64.0 2660 4840 0.28 211.6 7980 17090 0.36 64.5 2430 5210 0.36 213.3 8280 15870 0.31 65.0 2520 4840 0.31 214.9 9520 17540 0.29 65.5 2900 5350 0.29 216.5 10260 19610 0.31 66.0 3130 5980 0.31 218.2 10100 20200 0.33 66.5 3080 6160 0.33 219.8 9880 19050 0.32 67.0 3010 5810 0.32 221.5 9520 18020 0.31 67.5 2900 5490 0.31 223.1 9390 19050 0.34 68.0 2860 5810 0.34 224.7 9200 16670 0.28 68.5 2800 5080 0.28 226.4 9010 16260 0.28 69.0 2750 4960 0.28 228.0 9260 18520 0.33 69.5 2820 5640 0.33 229.7 8890 18020 0.34 70.0 2710 5490 0.34 231.3 9070 17090 0.30 70.5 2760 5210 0.30 232.9 9010 16260 0.28 71.0 2750 4960 0.28 234.6 8710 17540 0.34 71.5 2660 5350 0.34 236.2 9010 18020 0.33 72.0 2750 5490 0.33 237.9 9880 19610 0.33 72.5 3010 5980 0.33 239.5 10100 19050 0.30 73.0 3080 5810 0.30 241.1 9520 19050 0.33 73.5 2900 5810 0.33 242.8 9010 18520 0.34 74.0 2750 5640 0.34 244.4 9260 17540 0.31 74.5 2820 5350 0.31 246.1 9800 18520 0.31 75.0 2990 5640 0.31 247.7 9880 18020 0.29 75.5 3010 5490 0.29 249.3 9800 19050 0.32 76.0 2990 5810 0.32 251.0 9660 19610 0.34 76.5 2940 5980 0.34 252.6 9390 18520 0.33 77.0 2860 5640 0.33 254.3 9260 18020 0.32 77.5 2820 5490 0.32 255.9 9070 16670 0.29 78.0 2760 5080 0.29 257.6 9260 17540 0.31 78.5 2820 5350 0.31 259.2 9520 18020 0.31 79.0 2900 5490 0.31 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 90 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-92 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 260.8 9010 16670 0.29 79.5 2750 5080 0.29 262.5 9070 16670 0.29 80.0 2760 5080 0.29 264.1 8490 15870 0.30 80.5 2590 4840 0.30 265.8 8830 16260 0.29 81.0 2690 4960 0.29 267.4 8080 15870 0.33 81.5 2460 4840 0.33 269.0 7490 14490 0.32 82.0 2280 4420 0.32 270.7 7750 15150 0.32 82.5 2360 4620 0.32 272.3 8490 16260 0.31 83.0 2590 4960 0.31 274.0 8030 15870 0.33 83.5 2450 4840 0.33 275.6 8230 17090 0.35 84.0 2510 5210 0.35 277.2 8950 16670 0.30 84.5 2730 5080 0.30 278.9 8600 14490 0.23 85.0 2620 4420 0.23 280.5 7940 15500 0.32 85.5 2420 4730 0.32 282.2 7940 14180 0.27 86.0 2420 4320 0.27 283.8 8440 16260 0.32 86.5 2570 4960 0.32 285.4 7490 14490 0.32 87.0 2280 4420 0.32 287.1 7490 15500 0.35 87.5 2280 4730 0.35 288.7 8280 18520 0.38 88.0 2520 5640 0.38 290.4 9070 19610 0.36 88.5 2760 5980 0.36 292.0 9880 17540 0.27 89.0 3010 5350 0.27 293.6 10260 18020 0.26 89.5 3130 5490 0.26 295.3 9390 19050 0.34 90.0 2860 5810 0.34 296.9 8950 16670 0.30 90.5 2730 5080 0.30 298.6 9320 17540 0.30 91.0 2840 5350 0.30 300.2 9880 17540 0.27 91.5 3010 5350 0.27 301.8 9730 20200 0.35 92.0 2970 6160 0.35 303.5 9460 19050 0.34 92.5 2880 5810 0.34 305.1 9730 17090 0.26 93.0 2970 5210 0.26 306.8 9390 17090 0.28 93.5 2860 5210 0.28 308.4 9130 16670 0.29 94.0 2780 5080 0.29 310.0 9260 18020 0.32 94.5 2820 5490 0.32 311.7 9390 18520 0.33 95.0 2860 5640 0.33 313.3 9390 18020 0.31 95.5 2860 5490 0.31 315.0 9660 18520 0.31 96.0 2940 5640 0.31 316.6 10180 19610 0.32 96.5 3100 5980 0.32 318.2 9950 19610 0.33 97.0 3030 5980 0.33 319.9 9800 19610 0.33 97.5 2990 5980 0.33 321.5 9950 20200 0.34 98.0 3030 6160 0.34 323.2 10180 19610 0.32 98.5 3100 5980 0.32 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 91 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-93 of 1849
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 Metric Units Depth at Velocity Depth at Velocity Midpoint Midpoint Between Poisson's Between Poisson's Receivers Vs Vo Ratio Receivers Vs Vo Ratio (ft) (ft/s) (ft/s) (m) (m/s) (m/s) 324.8 10340 20830 0.34 99.0 3150 6350 0.34 326.4 10420 20200 0.32 99.5 3180 6160 0.32 328.1 10180 20830 0.34 100.0 3100 6350 0.34 329.7 10030 20200 0.34 100.5 3060 6160 0.34 331.4 10100 20830 0.35 101.0 3080 6350 0.35 333.0 10260 20830 0.34 101.5 3130 6350 0.34 334.7 10420 20830 0.33 102.0 3180 6350 0.33 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 92 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-94 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Nat. Gamma (CAL) Nat. Gamma (DUIN) Conductivity-Short Conductivity-Long Borehole Diameter Depth
-10 mS/m 50 -20 mS/m 40 3 INCH 12 0 CPS 150 0 CPS 150 Feet Conductivity-Short#2 Conductivity-Long#2
-10 mS/m 50 -20 mS/m 40 MP-102
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} ') 340 Figure 10. Boring MP-1 02, Induction, Natural Gamma and Caliper logs GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 93 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-95 of 1849
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 January 11, 2014 Page 94 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-96 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 25.9 N154 29 Fracture Planar Open-fracture 26.6 N326 68 Fracture Irregular Hairline-fracture 27.0 N329 56 Fracture Discontinuous Hairline-fracture 27.1 N332 43 Fracture Discontinuous Hairline-fracture 27.3 N150 29 Primary-structure Planar Bedding 28.2 N162 30 Primary-structure Planar Bedding 28.9 N147 33 Primary-structure Planar Bedding 29.1 N160 33 Primary-structure Planar Bedding 29.8 N152 32 Primary-structure Planar Bedding 30.3 N170 34 Primary-structure Planar Bedding 30.6 N152 31 Primary-structure Planar Bedding 30.8 N168 20 Primary-structure Planar Bedding 31.4 N155 24 Primary-structure Planar Bedding 31.9 N166 30 Primary-structure Planar Bedding 31.9 N334 73 Fracture Discontinuous Hairline-fracture 32.6 N330 56 Fracture Discontinuous Hairline-fracture 32.8 N153 31 Primary-structure Planar Bedding 34.6 N156 31 Primary-structure Planar Bedding 35.0 N343 52 Fracture Planar Hairline-fracture 35.3 N152 39 Primary-structure Planar Bedding 35.5 N154 36 Primary-structure Planar Bedding 35.6 N150 29 Primary-structure Planar Bedding 36.4 N165 48 Primary-structure Planar Bedding 36.8 N154 39 Primary-structure Planar Bedding 37.1 N326 60 Fracture Planar Hairline-fracture 37.9 N158 27 Primary-structure Planar Bedding 38.9 N152 29 Primary-structure Planar Bedding 40.3 N156 29 Primary-structure Planar Bedding 41.1 N151 34 Primary-structure Planar Bedding 41.8 N336 69 Fracture Discontinuous Hairline-fracture 42.8 N153 30 Primary-structure Planar Bedding 43.4 N159 32 Primary-structure Planar Bedding 44.5 N156 32 Primary-structure Planar Bedding 45.4 N157 33 Primary-structure Planar Bedding 46.1 N162 30 Primary-structure Planar Bedding 46.8 N150 37 Primary-structure Planar Bedding 47.8 N160 30 Primary-structure Planar Bedding 48.2 N166 33 Primary-structure Planar Bedding 48.9 N155 30 Primary-structure Planar Bedding GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 95 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-97 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 50.0 N158 27 Primary-structure Planar Bedding 50.5 N347 61 Fracture Discontinuous Hairline-fracture 50.9 N154 32 Primary-structure Planar Bedding 51.3 N153 27 Primary-structure Planar Bedding 51.9 N152 32 Primary-structure Planar Bedding 52.6 N165 31 Primary-structure Planar Bedding 53.5 N163 26 Primary-structure Planar Bedding 53.9 N340 68 Fracture Discontinuous Hairline-fracture 55.1 N162 30 Primary-structure Planar Bedding 56.4 N158 29 Primary-structure Planar Bedding 56.8 N324 50 Fracture Planar Hairline-fracture 56.9 N324 66 Fracture Discontinuous Hairline-fracture 57.3 N164 29 Primary-structure Planar Bedding 58.4 N157 29 Primary-structure Planar Bedding 60.2 N157 31 Primary-structure Planar Bedding 61.7 N340 67 Fracture Discontinuous Hairline-fracture 62.7 N154 28 Primary-structure Planar Bedding 63.3 N156 28 Primary-structure Planar Bedding 64.2 N152 28 Primary-structure Planar Bedding 66.0 N147 31 Primary-structure Planar Bedding 67.2 N160 25 Primary-structure Planar Bedding 68.5 N328 58 Fracture Discontinuous Hairline-fracture 68.8 N151 27 Primary-structure Planar Bedding 69.7 N153 28 Primary-structure Planar Bedding 71.5 N162 30 Primary-structure Planar Bedding 72.9 N159 36 Primary-structure Planar Bedding 74.4 N154 27 Primary-structure Planar Bedding 75.8 N152 29 Primary-structure Planar Bedding 76.4 N319 58 Fracture Discontinuous Hairline-fracture 76.8 N155 30 Primary-structure Planar Bedding 77.1 N308 60 Fracture Discontinuous Hairline-fracture 78.6 N155 30 Primary-structure Planar Bedding 80.3 N151 29 Primary-structure Planar Bedding 81.8 N152 30 Primary-structure Planar Bedding 83.1 N155 28 Primary-structure Planar Bedding 84.2 N157 26 Primary-structure Planar Bedding 85.1 N141 31 Primary-structure Planar Bedding 87.1 N156 28 Primary-structure Planar Bedding 89.9 N163 32 Primary-structure Planar Bedding GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 96 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-98 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 92.0 N141 31 Primary-structure Planar Bedding 94.3 N156 29 Primary-structure Planar Bedding 95.7 N147 31 Primary-structure Planar Bedding 96.5 N154 26 Primary-structure Planar Bedding 98.4 N148 26 Primary-structure Planar Bedding 99.2 N143 28 Primary-structure Planar Bedding 99.5 N325 52 Fracture Planar Hairline-fracture 100.7 N150 29 Primary-structure Planar Bedding 102.5 N158 33 Primary-structure Planar Bedding 103.6 N152 28 Primary-structure Planar Bedding 104.5 N146 33 Primary-structure Planar Bedding 105.5 N154 33 Primary-structure Planar Bedding 106.1 N141 29 Primary-structure Planar Bedding 106.7 N155 30 Primary-structure Planar Bedding 107.1 N156 28 Primary-structure Planar Bedding 108.0 N147 33 Primary-structure Planar Bedding 110.1 N149 31 Primary-structure Planar Bedding 114.2 N145 30 Primary-structure Planar Bedding 115.4 N152 35 Primary-structure Planar Bedding 117.1 N147 34 Primary-structure Planar Bedding 120.8 N141 28 Primary-structure Planar Bedding 122.6 N154 27 Primary-structure Planar Bedding 123.3 N155 31 Primary-structure Planar Bedding 125.1 N151 34 Primary-structure Planar Bedding 135.5 N159 30 Primary-structure Planar Bedding 142.0 N165 29 Primary-structure Planar Bedding 142.5 N323 70 Fracture Discontinuous Hairline-fracture 146.6 N152 33 Primary-structure Planar Bedding 155.0 N322 53 Fracture Planar Hairline-fracture 157.8 N161 30 Primary-structure Planar Bedding 158.6 N153 30 Primary-structure Planar Bedding 159.6 N160 27 Primary-structure Planar Bedding 160.9 N153 29 Primary-structure Planar Bedding 161.9 N154 30 Primary-structure Planar Bedding 162.4 N160 31 Primary-structure Planar Bedding 163.8 N152 27 Primary-structure Planar Bedding 164.5 N166 25 Primary-structure Planar Bedding 164.8 N345 74 Fracture Discontinuous Hairline-fracture 166.7 N152 31 Primary-structure Planar Bedding GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 97 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-99 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Depth Dip Structure Dip (feet) azimuth description 169.6 N164 27 Primary-structure Planar Bedding 171.3 N154 25 Primary-structure Planar Bedding 173.1 N328 51 Fracture Planar Hairline-fracture 175.3 N156 28 Primary-structure Planar Bedding 184.1 N151 32 Primary-structure Planar Bedding 186.4 N149 29 Primary-structure Planar Bedding 187.5 N149 25 Primary-structure Planar Bedding 190.0 N155 29 Primary-structure Planar Bedding 190.6 N153 28 Primary-structure Planar Bedding 192.4 N141 33 Primary-structure Planar Bedding 194.8 N152 33 Primary-structure Planar Bedding 195.7 N150 30 Primary-structure Planar Bedding 196.7 N152 26 Primary-structure Planar Bedding 198.2 N143 29 Primary-structure Planar Bedding 199.5 N160 26 Primary-structure Planar Bedding 203.0 N153 31 Primary-structure Planar Bedding 203.3 N148 30 Primary-structure Planar Bedding 208.1 N159 33 Primary-structure Planar Bedding 211.3 N145 26 Primary-structure Planar Bedding 213.5 N150 26 Primary-structure Planar Bedding 219.5 N156 36 Primary-structure Planar Bedding 221.1 N141 32 Primary-structure Planar Bedding 224.2 N156 28 Primary-structure Planar Bedding 224.8 N162 31 Primary-structure Planar Bedding 225.2 N166 30 Primary-structure Planar Bedding 228.4 N159 31 Primary-structure Planar Bedding 230.5 N153 31 Primary-structure Planar Bedding 231.3 N161 32 Primary-structure Planar Bedding 232.8 N156 29 Primary-structure Planar Bedding 236.7 N161 28 Primary-structure Planar Bedding 238.4 N319 61 Fracture Irregular Hairline-fracture 246.8 N164 31 Primary-structure Planar Bedding 247.2 N350 44 Fracture Discontinuous Hairline-fracture 248.0 N168 35 Primary-structure Planar Bedding 250.8 N141 32 Primary-structure Planar Bedding 254.0 N158 30 Primary-structure Planar Bedding 256.1 N156 38 Primary-structure Planar Bedding 259.4 N163 35 Primary-structure Planar Bedding 260.3 N150 32 Primary-structure Planar Bedding GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 January 11, 2014 Page 98 of 1847 Clinch River Data Report Rev. 4 CRP-1112.16 RCN: CRP-111 0.0 Page C1-100 of 1849