Text

Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix C Downhole Geophysical Log. Rpt Part 005 Pages C1-201 Thru C1-250
	ML18003A759
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: ML18003A759 (50)
	v • d • e

AMEC Environmental & Infrastructure, Inc.

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

East:

Nortll Alt:

Zone from 459.324 to 13.924ft Interpretation 1 Dip data sets..

BHTVdips MP-202 13.924-459.324ft Dip-azimuth, fracture rose-diagram DIP DATA INTERPRETATION RGLDIP vsn 6.2 DIP-AZIMUTH. FRACTURE ROSE-DIAGRAM w

Borehole: MP-202 Azimuth I ncr= 10° N ~ 306 MP-202, Interpretation 1 459.324 to 13.924fl North ref. is true Depth units are feet N

s AMEC Project 6468-13-1072 E

0 10 20 30 40 50 60 70 80 Figure 41. Boring MP-202, Rose Diagram GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-201 of 1849 January 11, 2014 Page 199 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 N223 Borehole: MP-202 Sonde: BHTV Zone from: 0.000 to 459.384ft North ref is true Mean deviation: 0.67 to N 133_ 13 End coordinates.

North: -3_649 East: 3.896 Down : 459.271 Azimuthofend: N133.13 Distance start-end: 5.338ft Viewpoint: N223 Data extrapolated to the surface from 13.056ft 100 200-400 Figure 42. Boring MP-202, 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 C1-202 of 1849 January 11, 2014 Page 200 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-212 Receiver to Receiver V5 and VP Analysis 0

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Figure 43: Boring MP-212, 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 C1-203 of 1849 January 11, 2014 Page 201 of 1847 RCN: CRP-111 0.0

AMEC Environmental & Infrastructure, Inc.

Clinch River SMR Project AMEC Project 6468-13-1072 Table 24. Boring MP-212, 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-212 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 45.9 5560 9800 0.26 14.0 47.6 5650 10930 0.32 14.5 49.2 5510 10930 0.33 15.0 50.9 6010 11700 0.32 15.5 52.5 6870 13070 0.31 16.0 54.1 7170 12820 0.27 16.5 55.8 7290 13070 0.27 17.0 57.4 7250 13070 0.28 17.5 59.1 6800 12820 0.30 18.0 60.7 6840 12120 0.27 18.5 62.3 7330 13890 0.31 19.0 64.0 7370 13610 0.29 19.5 65.6 7090 13070 0.29 20.0 67.3 6910 13070 0.31 20.5 68.9 7250 13070 0.28 21.0 70.5 7980 13610 0.24 21.5 72.2 6980 13610 0.32 22.0 73.8 7620 13330 0.26 22.5 75.5 7890 13070 0.21 23.0 77.1 6840 12350 0.28 23.5 78.7 8080 14810 0.29 24.0 80.4 5870 12580 0.36 24.5 82.0 6540 13330 0.34 25.0 83.7 6940 13610 0.32 25.5 85.3 7130 13890 0.32 26.0 86.9 7290 14180 0.32 26.5 88.6 7530 14180 0.30 27.0 90.2 7530 14180 0.30 27.5 91.9 6940 13330 0.31 28.0 93.5 6770 12580 0.30 28.5 95.1 7050 13330 0.31 29.0 96.8 7530 13610 0.28 29.5 98.4 7580 13890 0.29 30.0 100.1 6630 11900 0.27 30.5 101.7 6260 12820 0.34 31.0 103.4 6440 13330 0.35 31.5 105.0 6540 12350 0.31 32.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-204 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 1690 2990 1720 3330 1680 3330 1830 3560 2090 3980 2180 3910 2220 3980 2210 3980 2070 3910 2080 3690 2230 4230 2250 4150 2160 3980 2110 3980 2210 3980 2430 4150 2130 4150 2320 4060 2400 3980 2080 3760 2460 4520 1790 3830 1990 4060 2120 4150 2170 4230 2220 4320 2300 4320 2300 4320 2120 4060 2060 3830 2150 4060 2300 4150 2310 4230 2020 3630 1910 3910 1960 4060 1990 3760 January 11, 2014 0.26 0.32 0.33 0.32 0.31 0.27 0.27 0.28 0.30 0.27 0.31 0.29 0.29 0.31 0.28 0.24 0.32 0.26 0.21 0.28 0.29 0.36 0.34 0.32 0.32 0.32 0.30 0.30 0.31 0.30 0.31 0.28 0.29 0.27 0.34 0.35 0.31 Page 202 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-212 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)

(ft/s)

(m) 106.6 7130 12120 0.24 32.5 108.3 7530 13610 0.28 33.0 109.9 6570 12120 0.29 33.5 111.6 5930 11300 0.31 34.0 113.2 6440 12580 0.32 34.5 114.8 7050 13070 0.29 35.0 116.5 6940 12820 0.29 35.5 118.1 6630 12350 0.30 36.0 119.8 6630 11490 0.25 36.5 121.4 6440 12120 0.30 37.0 123.0 6200 12350 0.33 37.5 124.7 6170 12120 0.32 38.0 126.3 6570 12350 0.30 38.5 128.0 6670 13330 0.33 39.0 129.6 6670 13070 0.32 39.5 131.2 6630 13890 0.35 40.0 132.9 6800 12820 0.30 40.5 134.5 7210 14180 0.33 41.0 136.2 6840 13070 0.31 41.5 137.8 6600 12820 0.32 42.0 139.4 6910 13610 0.33 42.5 141.1 6410 12820 0.33 43.0 142.7 6670 13330 0.33 43.5 144.4 7710 14810 0.31 44.0 146.0 7800 15500 0.33 44.5 147.6 7020 13330 0.31 45.0 149.3 6350 11900 0.30 45.5 150.9 6380 12120 0.31 46.0 152.6 6870 12580 0.29 46.5 154.2 7250 12820 0.27 47.0 155.8 7250 13330 0.29 47.5 157.5 7290 13890 0.31 48.0 159.1 7050 13890 0.33 48.5 160.8 6870 13330 0.32 49.0 162.4 6670 12580 0.30 49.5 164.0 6670 12580 0.30 50.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-205 of 1849 Metric Units Velocity Poisson's Vs Vo Ratio (m/s)

(m/s) 2170 3690 2300 4150 2000 3690 1810 3440 1960 3830 2150 3980 2120 3910 2020 3760 2020 3500 1960 3690 1890 3760 1880 3690 2000 3760 2030 4060 2030 3980 2020 4230 2070 3910 2200 4320 2080 3980 2010 3910 2110 4150 1950 3910 2030 4060 2350 4520 2380 4730 2140 4060 1940 3630 1940 3690 2090 3830 2210 3910 2210 4060 2220 4230 2150 4230 2090 4060 2030 3830 2030 3830 January 11, 2014 0.24 0.28 0.29 0.31 0.32 0.29 0.29 0.30 0.25 0.30 0.33 0.32 0.30 0.33 0.32 0.35 0.30 0.33 0.31 0.32 0.33 0.33 0.33 0.31 0.33 0.31 0.30 0.31 0.29 0.27 0.29 0.31 0.33 0.32 0.30 0.30 Page 203 of 1847 RCN: CRP-111 0.0

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 0

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Figure 48. Boring MP-213, 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 C1-218 of 1849 January 11, 2014 Page 216 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 27. Boring MP-213, Acoustic Televiewer Feature depth, dip azimuth, dip and description Depth Dip Structure Dip (feet) azimuth description 18.6 N326 39 Fracture Planar Open-fracture 19.4 N333 53 Fracture Planar Open-fracture 20.3 N150 22 Primary-structure Planar Bedding 20.4 N329 70 Fracture Discontinuous Hairline-fracture 20.6 N306 48 Fracture Discontinuous Hairline-fracture 21.3 N333 69 Fracture Discontinuous Hairline-fracture 22.0 N146 24 Primary-structure Planar Bedding 22.7 N142 23 Primary-structure Planar Bedding 22.8 N331 66 Fracture Discontinuous Hairline-fracture 23.8 N328 42 Fracture Planar Hairline-fracture 24.4 N327 71 Fracture Discontinuous Hairline-fracture 24.9 N329 69 Fracture Discontinuous Hairline-fracture 25.4 N149 27 Primary-structure Planar Bedding 26.6 N149 23 Primary-structure Planar Bedding 27.1 N331 43 Fracture Discontinuous Hairline-fracture 27.1 N149 29 Primary-structure Planar Bedding 28.0 N148 27 Primary-structure Planar Bedding 28.3 N151 30 Primary-structure Planar Bedding 28.4 N347 75 Fracture Discontinuous Hairline-fracture 29.4 N151 29 Primary-structure Planar Bedding 29.7 N341 48 Fracture Planar Hairline-fracture 31.1 N128 28 Primary-structure Planar Bedding 32.3 N151 29 Primary-structure Planar Bedding 33.2 N153 26 Primary-structure Planar Bedding 37.1 N154 25 Primary-structure Planar Bedding 40.0 N140 28 Primary-structure Planar Bedding 40.8 N335 52 Fracture Planar Hairline-fracture 42.3 N155 24 Primary-structure Planar Bedding 43.6 N151 18 Primary-structure Planar Bedding 44.9 N143 25 Primary-structure Planar Bedding 46.5 N336 67 Fracture Discontinuous Hairline-fracture 47.3 N148 25 Primary-structure Planar Bedding 47.7 N142 24 Primary-structure Planar Bedding 49.1 N145 34 Primary-structure Planar Bedding 49.2 N324 58 Fracture Discontinuous Hairline-fracture 49.3 N156 23 Primary-structure Planar Bedding 49.7 N153 23 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 C1-219 of 1849 Page 217 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 50.9 N147 24 Primary-structure Planar Bedding 53.7 N156 20 Primary-structure Planar Bedding 54.6 N148 25 Primary-structure Planar Bedding 56.3 N151 26 Primary-structure Planar Bedding 56.7 N150 25 Primary-structure Planar Bedding 57.5 N146 22 Primary-structure Planar Bedding 57.8 N334 72 Fracture Discontinuous Hairline-fracture 58.6 N152 19 Primary-structure Planar Bedding 59.5 N144 27 Primary-structure Planar Bedding 61.5 N139 28 Primary-structure Planar Bedding 61.7 N145 29 Primary-structure Planar Bedding 63.7 N152 27 Primary-structure Planar Bedding 66.8 N096 29 Fracture Planar Hairline-fracture 67.5 N158 24 Primary-structure Planar Bedding 69.0 N144 25 Primary-structure Planar Bedding 69.7 N335 66 Fracture Discontinuous Hairline-fracture 69.8 N149 24 Primary-structure Planar Bedding 71.5 N141 22 Primary-structure Planar Bedding 72.1 N145 26 Primary-structure Planar Bedding 72.5 N152 24 Primary-structure Planar Bedding 74.2 N156 21 Primary-structure Planar Bedding 74.8 N334 60 Fracture Discontinuous Hairline-fracture 75.6 N148 21 Primary-structure Planar Bedding 76.1 N149 22 Primary-structure Planar Bedding 77.2 N145 27 Primary-structure Planar Bedding 78.3 N160 24 Primary-structure Planar Bedding 78.8 N143 29 Primary-structure Planar Bedding 79.3 N144 26 Primary-structure Planar Bedding 80.0 N136 23 Primary-structure Planar Bedding 80.9 N151 26 Primary-structure Planar Bedding 81.9 N152 22 Primary-structure Planar Bedding 82.3 N151 24 Primary-structure Planar Bedding 82.5 N333 55 Fracture Discontinuous Hairline-fracture 83.7 N140 26 Primary-structure Planar Bedding 84.5 N156 24 Primary-structure Planar Bedding 85.2 N147 27 Primary-structure Planar Bedding 86.0 N148 28 Primary-structure Planar Bedding 86.2 N311 55 Fracture Discontinuous Hairline-fracture 86.3 N340 58 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 C1-220 of 1849 Page 218 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 86.9 N146 23 Primary-structure Planar Bedding 87.6 N152 23 Primary-structure Planar Bedding 88.7 N160 21 Primary-structure Planar Bedding 89.7 N341 80 Fracture Planar Hairline-fracture 89.7 N149 23 Primary-structure Planar Bedding 89.9 N332 58 Fracture Discontinuous Hairline-fracture 90.5 N155 24 Primary-structure Planar Bedding 92.7 N156 23 Primary-structure Planar Bedding 93.9 N339 51 Fracture Discontinuous Hairline-fracture 95.2 N161 43 Primary-structure Planar Bedding 96.7 N331 52 Fracture Discontinuous Hairline-fracture 97.0 N159 31 Primary-structure Planar Bedding 97.8 N332 57 Fracture Discontinuous Hairline-fracture 97.8 N164 15 Primary-structure Planar Bedding 98.9 N156 23 Primary-structure Planar Bedding 99.8 N145 21 Primary-structure Planar Bedding 100.3 N147 22 Primary-structure Planar Bedding 101.7 N145 20 Primary-structure Planar Bedding 102.9 N150 22 Primary-structure Planar Bedding 103.4 N151 27 Primary-structure Planar Bedding 104.1 N156 22 Primary-structure Planar Bedding 104.7 N161 25 Primary-structure Planar Bedding 105.9 N151 23 Primary-structure Planar Bedding 106.8 N146 21 Primary-structure Planar Bedding 108.0 N149 26 Primary-structure Planar Bedding 109.3 N149 22 Primary-structure Planar Bedding 109.8 N139 25 Primary-structure Planar Bedding 110.3 N162 24 Primary-structure Planar Bedding 110.9 N146 25 Primary-structure Planar Bedding 111.8 N153 24 Primary-structure Planar Bedding 114.4 N333 72 Fracture Discontinuous Hairline-fracture 114.6 N152 27 Primary-structure Planar Bedding 114.9 N154 24 Primary-structure Planar Bedding 117.9 N149 20 Primary-structure Planar Bedding 118.0 N328 75 Fracture Discontinuous Hairline-fracture 120.6 N150 28 Primary-structure Planar Bedding 121.8 N152 23 Primary-structure Planar Bedding 122.2 N152 22 Primary-structure Planar Bedding 123.1 N328 55 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 C1-221 of 1849 Page 219 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 123.3 N135 28 Primary-structure Planar Bedding 124.4 N144 23 Primary-structure Planar Bedding 125.7 N156 25 Primary-structure Planar Bedding 129.0 N155 17 Primary-structure Planar Bedding 129.2 N173 14 Primary-structure Planar Bedding 129.4 N330 56 Fracture Discontinuous Hairline-fracture 129.4 N329 76 Fracture Discontinuous Hairline-fracture 129.7 N166 31 Primary-structure Planar Bedding 129.9 N118 20 Primary-structure Planar Bedding 130.1 N130 29 Primary-structure Planar Bedding 131.7 N147 24 Primary-structure Planar Bedding 133.3 N149 24 Primary-structure Planar Bedding 134.9 N154 24 Primary-structure Planar Bedding 135.5 N150 22 Primary-structure Planar Bedding 136.2 N145 24 Primary-structure Planar Bedding 138.0 N154 22 Primary-structure Planar Bedding 139.6 N153 24 Primary-structure Planar Bedding 141.0 N150 22 Primary-structure Planar Bedding 141.8 N128 83 Fracture Planar Hairline-fracture 142.3 N141 24 Primary-structure Planar Bedding 145.6 N149 21 Primary-structure Planar Bedding 146.5 N138 23 Primary-structure Planar Bedding 147.2 N146 23 Primary-structure Planar Bedding 147.8 N131 26 Primary-structure Planar Bedding 148.2 N329 65 Fracture Discontinuous Hairline-fracture 148.4 N144 22 Primary-structure Planar Bedding 150.1 N154 22 Primary-structure Planar Bedding 151.2 N140 28 Primary-structure Planar Bedding 151.4 N140 28 Primary-structure Planar Bedding 152.5 N145 25 Primary-structure Planar Bedding 153.3 N156 22 Primary-structure Planar Bedding 154.7 N151 24 Primary-structure Planar Bedding 155.0 N148 25 Primary-structure Planar Bedding 156.5 N150 26 Primary-structure Planar Bedding 157.9 N146 29 Primary-structure Planar Bedding 158.6 N135 22 Primary-structure Planar Bedding 159.4 N150 20 Primary-structure Planar Bedding 159.9 N156 23 Primary-structure Planar Bedding 161.5 N147 25 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 C1-222 of 1849 Page 220 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 162.7 N158 23 Primary-structure Planar Bedding 163.9 N167 19 Primary-structure Planar Bedding 165.3 N152 23 Primary-structure Planar Bedding 166.8 N148 22 Primary-structure Planar Bedding 167.5 N150 20 Primary-structure Planar Bedding 168.1 N152 22 Primary-structure Planar Bedding 169.1 N148 22 Primary-structure Planar Bedding 170.5 N150 21 Primary-structure Planar Bedding 170.6 N342 72 Fracture Discontinuous Hairline-fracture 171.9 N152 26 Primary-structure Planar Bedding 173.0 N147 23 Primary-structure Planar Bedding 174.4 N149 23 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 C1-223 of 1849 Page 221 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 17 4.876 to 18.129ft Interpretation 1 Dip data sets..
BHTVdips MP-213 18.129-174.876ft Dip-azimuth, fracture rose-diagram DIP DATA INTERPRETATION RGLDIP vsn 6.2 DIP-AZIMUTH. FRACTURE ROSE-DIAGRAM w
Borehole: MP-213 Azimuth I ncr= 10° N ~ 166 MP-213, Interpretation 1 174.876 to 18.129fl North ref. is true Depth units are feet N
s AMEC Project 6468-13-1072 E
0 10 20 30 40 50 Figure 49. Boring MP-213, Rose Diagram GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-224 of 1849 January 11, 2014 Page 222 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 N56 Borehole: MP-213 Sonde: BHTV Zone from: 0.000 to 175.620ft North ref is true Mean deviation: 27.88 to N326_34 End coordinates.
North: 68_358 East : -45.523 Down: 155.229 Azimuth of end: N326.34 Distance start-end: 82. 128ft Viewpoint: N56 Data extrapolated to the surface from 1 3. 500ft so 25 50-75 100-125 150-Figure 50. Boring MP-213, 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 C1-225 of 1849 January 11, 2014 Page 223 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 0
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5000 10000 15000 20000 VELOCITY (ft/s) 25000 Figure 51: Boring MP-219A, 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 C1-226 of 1849 January 11, 2014 Page 224 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 28. Boring MP-219A, 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-219A American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 24.6 3440 6060 0.26 7.5 26.3 2400 4500 0.30 8.0 27.9 2040 5380 0.42 8.5 29.5 3400 6410 0.30 9.0 31.2 2300 4900 0.36 9.5 32.8 2710 6540 0.40 10.0 34.5 4070 8440 0.35 10.5 36.1 4660 10100 0.36 11.0 37.7 5600 11300 0.34 11.5 39.4 5170 9130 0.26 12.0 41.0 4170 7750 0.30 12.5 42.7 3320 7750 0.39 13.0 44.3 3900 8440 0.36 13.5 45.9 4300 9800 0.38 14.0 47.6 4390 9520 0.37 14.5 49.2 4540 10100 0.37 15.0 50.9 5050 9800 0.32 15.5 52.5 4270 10580 0.40 16.0 52.5 4250 11110 0.41 16.0 54.1 4390 11300 0.41 16.5 55.8 5950 12820 0.36 17.0 57.4 5900 13610 0.38 17.5 59.1 4650 10420 0.38 18.0 61.0 4740 10750 0.38 18.6 62.3 5560 11700 0.35 19.0 64.0 6380 12820 0.34 19.5 65.6 6630 13330 0.34 20.0 67.3 6350 12350 0.32 20.5 68.9 5950 12120 0.34 21.0 70.5 5510 11900 0.36 21.5 72.2 5460 11490 0.35 22.0 73.8 5800 11490 0.33 22.5 75.5 5750 12820 0.37 23.0 77.1 5670 13070 0.38 23.5 78.7 5750 11300 0.33 24.0 80.4 6800 12820 0.30 24.5 82.0 6260 12580 0.34 25.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-227 of 1849 Metric Units Velocity Vs (m/s) 1050 730 620 1040 700 830 1240 1420 1710 1580 1270 1010 1190 1310 1340 1380 1540 1300 1290 1340 1810 1800 1420 1450 1690 1940 2020 1940 1810 1680 1670 1770 1750 1730 1750 2070 1910 January 11, 2014 Poisson's Vo Ratio (m/s) 1850 0.26 1370 0.30 1640 0.42 1950 0.30 1490 0.36 1990 0.40 2570 0.35 3080 0.36 3440 0.34 2780 0.26 2360 0.30 2360 0.39 2570 0.36 2990 0.38 2900 0.37 3080 0.37 2990 0.32 3230 0.40 3390 0.41 3440 0.41 3910 0.36 4150 0.38 3180 0.38 3280 0.38 3560 0.35 3910 0.34 4060 0.34 3760 0.32 3690 0.34 3630 0.36 3500 0.35 3500 0.33 3910 0.37 3980 0.38 3440 0.33 3910 0.30 3830 0.34 Page 225 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-219A American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 83.7 5420 13330 0.40 25.5 85.3 4990 12820 0.41 26.0 86.9 5010 13070 0.41 26.5 88.6 4850 11900 0.40 27.0 88.6 4870 11300 0.39 27.0 90.2 6940 13070 0.30 27.5 91.9 7290 14180 0.32 28.0 93.5 6570 13610 0.35 28.5 95.1 6030 12580 0.35 29.0 96.8 6140 12580 0.34 29.5 98.4 6570 12820 0.32 30.0 100.1 6570 13610 0.35 30.5 101.7 6500 13330 0.34 31.0 103.4 6980 13610 0.32 31.5 105.3 6440 13610 0.36 32.1 106.6 6140 13070 0.36 32.5 108.3 6060 13070 0.36 33.0 109.9 5950 12120 0.34 33.5 111.6 6730 13610 0.34 34.0 113.2 8230 14490 0.26 34.5 114.8 9200 18020 0.32 35.0 116.5 9130 17540 0.31 35.5 118.1 9320 17540 0.30 36.0 119.8 8550 17540 0.34 36.5 121.4 8950 18020 0.34 37.0 123.0 10100 16670 0.21 37.5 124.7 10030 20200 0.34 38.0 126.3 9950 19610 0.33 38.5 128.0 8770 17540 0.33 39.0 129.6 8830 17090 0.32 39.5 131.2 9130 18020 0.33 40.0 132.9 8710 18520 0.36 40.5 134.5 8660 16670 0.32 41.0 136.2 9010 16260 0.28 41.5 137.8 8600 15150 0.26 42.0 139.4 7660 17090 0.37 42.5 141.1 7940 15150 0.31 43.0 142.7 8390 14810 0.26 43.5 144.4 9200 16670 0.28 44.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-228 of 1849 Metric Units Velocity Vs (m/s) 1650 1520 1530 1480 1480 2120 2220 2000 1840 1870 2000 2000 1980 2130 1960 1870 1850 1810 2050 2510 2800 2780 2840 2610 2730 3080 3060 3030 2670 2690 2780 2660 2640 2750 2620 2340 2420 2560 2800 January 11, 2014 Poisson's Vo Ratio (m/s) 4060 0.40 3910 0.41 3980 0.41 3630 0.40 3440 0.39 3980 0.30 4320 0.32 4150 0.35 3830 0.35 3830 0.34 3910 0.32 4150 0.35 4060 0.34 4150 0.32 4150 0.36 3980 0.36 3980 0.36 3690 0.34 4150 0.34 4420 0.26 5490 0.32 5350 0.31 5350 0.30 5350 0.34 5490 0.34 5080 0.21 6160 0.34 5980 0.33 5350 0.33 5210 0.32 5490 0.33 5640 0.36 5080 0.32 4960 0.28 4620 0.26 5210 0.37 4620 0.31 4520 0.26 5080 0.28 Page 226 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-219A American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 146.0 9200 17540 0.31 44.5 147.6 8830 17090 0.32 45.0 149.3 8710 15870 0.28 45.5 150.9 9130 17090 0.30 46.0 152.6 8950 17540 0.32 46.5 154.2 8710 17090 0.32 47.0 155.8 8950 18020 0.34 47.5 157.5 9070 18020 0.33 48.0 159.1 8890 18020 0.34 48.5 160.8 9730 19050 0.32 49.0 162.4 10670 20200 0.31 49.5 164.0 10420 19610 0.30 50.0 165.7 10420 19050 0.29 50.5 167.3 10500 19050 0.28 51.0 169.0 10180 19610 0.32 51.5 170.6 10100 19050 0.30 52.0 172.2 10260 20200 0.33 52.5 173.9 10260 18520 0.28 53.0 175.5 10180 19050 0.30 53.5 177.2 9730 18020 0.29 54.0 178.8 9520 17090 0.27 54.5 180.5 9200 17540 0.31 55.0 182.1 9800 18520 0.31 55.5 183.7 9800 19610 0.33 56.0 185.4 9660 17090 0.27 56.5 187.0 10030 18020 0.28 57.0 188.7 9520 18520 0.32 57.5 190.3 9130 17090 0.30 58.0 191.9 9460 19050 0.34 58.5 193.6 9950 18020 0.28 59.0 195.2 10260 19610 0.31 59.5 196.9 9880 19610 0.33 60.0 198.5 9660 17090 0.27 60.5 200.1 9460 18520 0.32 61.0 201.8 8440 16670 0.33 61.5 203.7 7410 14180 0.31 62.1 205.1 7940 15150 0.31 62.5 206.7 8440 14810 0.26 63.0 208.3 7800 15870 0.34 63.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-229 of 1849 Metric Units Velocity Vs (m/s) 2800 2690 2660 2780 2730 2660 2730 2760 2710 2970 3250 3180 3180 3200 3100 3080 3130 3130 3100 2970 2900 2800 2990 2990 2940 3060 2900 2780 2880 3030 3130 3010 2940 2880 2570 2260 2420 2570 2380 January 11, 2014 Poisson's Vo Ratio (m/s) 5350 0.31 5210 0.32 4840 0.28 5210 0.30 5350 0.32 5210 0.32 5490 0.34 5490 0.33 5490 0.34 5810 0.32 6160 0.31 5980 0.30 5810 0.29 5810 0.28 5980 0.32 5810 0.30 6160 0.33 5640 0.28 5810 0.30 5490 0.29 5210 0.27 5350 0.31 5640 0.31 5980 0.33 5210 0.27 5490 0.28 5640 0.32 5210 0.30 5810 0.34 5490 0.28 5980 0.31 5980 0.33 5210 0.27 5640 0.32 5080 0.33 4320 0.31 4620 0.31 4520 0.26 4840 0.34 Page 227 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-219A American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 210.0 7620 16670 0.37 64.0 211.6 8660 15150 0.26 64.5 213.3 8390 15870 0.31 65.0 214.9 7890 15870 0.34 65.5 216.5 7170 13610 0.31 66.0 218.2 6800 13330 0.32 66.5 219.8 7090 13890 0.32 67.0 221.5 7330 14180 0.32 67.5 223.1 7750 14810 0.31 68.0 224.7 7940 15150 0.31 68.5 226.4 8180 15500 0.31 69.0 228.0 8830 15150 0.24 69.5 229.7 8950 16670 0.30 70.0 231.3 9320 16670 0.27 70.5 232.9 9800 17540 0.27 71.0 234.3 8660 17540 0.34 71.4 236.2 7660 16260 0.36 72.0 237.9 7660 15500 0.34 72.5 239.5 8130 15870 0.32 73.0 241.1 8440 15500 0.29 73.5 242.8 8080 14810 0.29 74.0 244.4 7890 15500 0.33 74.5 246.1 8130 15500 0.31 75.0 247.7 7750 15870 0.34 75.5 249.3 7170 13610 0.31 76.0 251.0 7250 13330 0.29 76.5 252.6 7450 13890 0.30 77.0 254.3 7800 15150 0.32 77.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-230 of 1849 Metric Units Velocity Vs (m/s) 2320 2640 2560 2400 2180 2070 2160 2230 2360 2420 2490 2690 2730 2840 2990 2640 2340 2340 2480 2570 2460 2400 2480 2360 2180 2210 2270 2380 January 11, 2014 Poisson's Vo Ratio (m/s) 5080 0.37 4620 0.26 4840 0.31 4840 0.34 4150 0.31 4060 0.32 4230 0.32 4320 0.32 4520 0.31 4620 0.31 4730 0.31 4620 0.24 5080 0.30 5080 0.27 5350 0.27 5350 0.34 4960 0.36 4730 0.34 4840 0.32 4730 0.29 4520 0.29 4730 0.33 4730 0.31 4840 0.34 4150 0.31 4060 0.29 4230 0.30 4620 0.32 Page 228 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Nat. Gamma (CAL)
Nat. Gamma (DUIN)
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070 Figure 52. Boring MP-219A, 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 C1-231 of 1849 January 11, 2014 Page 229 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 29. Boring MP-219A, Acoustic Televiewer Feature depth, dip azimuth, dip and description Depth Dip Structure Dip (feet) azimuth description 24.7 N014 50 Fracture Planar Hairline-fracture 25.3 N151 38 Primary-structure Planar Bedding 25.8 N153 40 Primary-structure Planar Bedding 26.1 N330 48 Fracture Discontinuous Hairline-fracture 26.5 N161 36 Primary-structure Planar Bedding 26.8 N327 64 Fracture Discontinuous Hairline-fracture 27.3 N155 40 Fracture Planar Open-fracture 28.0 N161 36 Primary-structure Planar Bedding 28.2 N160 45 Fracture Planar Hairline-fracture 28.5 N155 35 Primary-structure Planar Bedding 29.4 N162 38 Primary-structure Planar Bedding 29.8 N157 30 Primary-structure Planar Bedding 30.0 N352 54 Fracture Planar Open-fracture 30.6 N153 30 Primary-structure Planar Bedding 30.9 N007 59 Fracture Planar Open-fracture 32.3 N346 57 Fracture Planar Open-fracture 32.5 N162 36 Primary-structure Planar Bedding 33.5 N153 43 Primary-structure Planar Bedding 33.7 N335 54 Fracture Planar Open-fracture 34.3 N335 57 Fracture Planar Hairline-fracture 34.4 N149 34 Primary-structure Planar Bedding 35.0 N303 38 Fracture Planar Hairline-fracture 36.9 N146 38 Primary-structure Planar Bedding 37.2 N328 59 Fracture Planar Hairline-fracture 37.4 N143 41 Primary-structure Planar Bedding 38.6 N338 75 Fracture Discontinuous Hairline-fracture 39.5 N154 36 Primary-structure Planar Bedding 40.9 N360 47 Fracture Planar Hairline-fracture 41.1 N162 36 Primary-structure Planar Bedding 41.7 N154 26 Fracture Planar Hairline-fracture 42.1 N161 38 Primary-structure Planar Bedding 42.4 N149 36 Primary-structure Planar Bedding 42.7 N325 31 Fracture Planar Hairline-fracture 43.0 N147 37 Primary-structure Planar Bedding 43.1 N332 80 Fracture Discontinuous Hairline-fracture 43.9 N334 66 Fracture Discontinuous Hairline-fracture 43.9 N163 24 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 C1-232 of 1849 Page 230 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 44.4 N159 39 Primary-structure Planar Bedding 45.9 N157 31 Primary-structure Planar Bedding 46.0 N329 65 Fracture Planar Hairline-fracture 46.4 N152 30 Primary-structure Planar Bedding 46.9 N267 50 Fracture Planar Hairline-fracture 46.9 N036 36 Fracture Planar Hairline-fracture 47.9 N170 31 Primary-structure Planar Bedding 48.9 N310 52 Fracture Planar Open-fracture 49.6 N159 33 Primary-structure Planar Bedding 50.3 N345 64 Fracture Planar Hairline-fracture 51.6 N165 27 Primary-structure Planar Bedding 53.4 N153 30 Primary-structure Planar Bedding 54.3 N151 34 Primary-structure Planar Bedding 55.2 N153 30 Primary-structure Planar Bedding 56.1 N153 31 Primary-structure Planar Bedding 56.9 N149 34 Primary-structure Planar Bedding 57.3 N327 56 Fracture Planar Hairline-fracture 57.4 N151 33 Primary-structure Planar Bedding 57.6 N148 35 Primary-structure Planar Bedding 57.7 N005 54 Fracture Planar Hairline-fracture 58.0 N148 33 Primary-structure Planar Bedding 58.8 N347 41 Fracture Planar Hairline-fracture 60.8 N350 48 Fracture Planar Hairline-fracture 61.3 N150 32 Primary-structure Planar Bedding 61.7 N338 57 Fracture Planar Hairline-fracture 62.3 N145 32 Primary-structure Planar Bedding 63.6 N147 29 Primary-structure Planar Bedding 64.4 N155 29 Primary-structure Planar Bedding 65.2 N152 33 Primary-structure Planar Bedding 65.3 N336 77 Fracture Discontinuous Hairline-fracture 66.3 N151 31 Primary-structure Planar Bedding 66.8 N151 30 Primary-structure Planar Bedding 68.2 N329 69 Fracture Planar Hairline-fracture 68.5 N144 34 Primary-structure Planar Bedding 69.4 N152 33 Primary-structure Planar Bedding 73.4 N144 34 Primary-structure Planar Bedding 73.6 N322 59 Fracture Planar Hairline-fracture 74.4 N148 31 Primary-structure Planar Bedding 76.0 N159 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 C1-233 of 1849 Page 231 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 77.0 N145 32 Primary-structure Planar Bedding 77.8 N147 32 Primary-structure Planar Bedding 78.0 N345 78 Fracture Discontinuous Hairline-fracture 78.3 N145 35 Primary-structure Planar Bedding 79.5 N331 65 Fracture Planar Hairline-fracture 79.9 N148 30 Primary-structure Planar Bedding 80.4 N348 61 Fracture Planar Hairline-fracture 81.8 N156 32 Primary-structure Planar Bedding 82.1 N332 70 Fracture Planar Hairline-fracture 82.2 N327 57 Fracture Planar Hairline-fracture 82.7 N325 74 Fracture Discontinuous Hairline-fracture 83.0 N152 34 Primary-structure Planar Bedding 85.6 N151 35 Primary-structure Planar Bedding 86.3 N147 32 Primary-structure Planar Bedding 87.0 N323 56 Fracture Planar Open-fracture 87.5 N324 57 Fracture Planar Open-fracture 88.1 N350 66 Fracture Planar Hairline-fracture 88.3 N345 67 Fracture Planar Hairline-fracture 88.8 N145 28 Primary-structure Planar Bedding 89.0 N315 83 Fracture Discontinuous Hairline-fracture 89.0 N330 73 Fracture Discontinuous Hairline-fracture 90.0 N146 32 Primary-structure Planar Bedding 90.5 N154 29 Primary-structure Planar Bedding 90.7 N322 57 Fracture Planar Hairline-fracture 93.0 N151 31 Primary-structure Planar Bedding 94.3 N160 30 Primary-structure Planar Bedding 96.3 N148 30 Primary-structure Planar Bedding 97.4 N148 30 Primary-structure Planar Bedding 99.0 N145 34 Primary-structure Planar Bedding 100.0 N154 29 Primary-structure Planar Bedding 100.1 N322 76 Fracture Planar Hairline-fracture 100.5 N329 45 Fracture Irregular Hairline-fracture 100.8 N346 44 Fracture Irregular Hairline-fracture 100.9 N150 27 Primary-structure Planar Bedding 101.0 N329 54 Fracture Irregular Hairline-fracture 101.4 N164 29 Primary-structure Planar Bedding 102.4 N350 58 Fracture Planar Hairline-fracture 102.6 N145 30 Primary-structure Planar Bedding 103.1 N337 64 Fracture Planar 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 C1-234 of 1849 Page 232 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 103.2 N144 32 Primary-structure Planar Bedding 104.1 N146 24 Primary-structure Planar Bedding 104.4 N324 52 Fracture Planar Hairline-fracture 105.0 N323 64 Fracture Planar Hairline-fracture 105.3 N159 28 Primary-structure Planar Bedding 106.2 N144 30 Primary-structure Planar Bedding 106.5 N335 69 Fracture Planar Hairline-fracture 106.7 N143 29 Primary-structure Planar Bedding 106.9 N333 61 Fracture Planar Hairline-fracture 107.4 N148 31 Primary-structure Planar Bedding 107.8 N152 30 Primary-structure Planar Bedding 108.3 N150 30 Primary-structure Planar Bedding 108.4 N313 51 Fracture Planar Hairline-fracture 109.4 N147 31 Primary-structure Planar Bedding 111.7 N148 29 Primary-structure Planar Bedding 112.0 N153 33 Primary-structure Planar Bedding 113.3 N150 27 Primary-structure Planar Bedding 114.4 N155 32 Primary-structure Planar Bedding 115.6 N148 31 Primary-structure Planar Bedding 116.5 N153 28 Primary-structure Planar Bedding 117.6 N152 32 Primary-structure Planar Bedding 117.9 N154 32 Primary-structure Planar Bedding 119.0 N145 31 Primary-structure Planar Bedding 119.4 N149 31 Primary-structure Planar Bedding 120.5 N147 35 Primary-structure Planar Bedding 121.6 N138 23 Primary-structure Planar Bedding 121.8 N324 61 Fracture Planar Hairline-fracture 122.4 N147 27 Primary-structure Planar Bedding 123.3 N147 22 Primary-structure Planar Bedding 124.6 N156 29 Primary-structure Planar Bedding 125.6 N167 31 Primary-structure Planar Bedding 126.5 N154 31 Primary-structure Planar Bedding 127.8 N148 33 Primary-structure Planar Bedding 128.7 N148 28 Primary-structure Planar Bedding 130.3 N157 27 Primary-structure Planar Bedding 130.6 N148 31 Primary-structure Planar Bedding 131.7 N328 63 Fracture Irregular Hairline-fracture 132.0 N151 24 Primary-structure Planar Bedding 132.6 N157 29 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 C1-235 of 1849 Page 233 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 134.7 N154 26 Primary-structure Planar Bedding 135.4 N148 30 Primary-structure Planar Bedding 136.3 N155 25 Primary-structure Planar Bedding 136.6 N319 60 Fracture Irregular Hairline-fracture 137.1 N154 27 Primary-structure Planar Bedding 137.5 N148 28 Primary-structure Planar Bedding 138.3 N326 68 Fracture Irregular Hairline-fracture 138.5 N160 29 Primary-structure Planar Bedding 140.4 N152 27 Primary-structure Planar Bedding 141.9 N135 35 Primary-structure Planar Bedding 142.6 N148 31 Primary-structure Planar Bedding 143.2 N159 27 Primary-structure Planar Bedding 144.1 N151 30 Primary-structure Planar Bedding 145.1 N146 33 Primary-structure Planar Bedding 145.9 N173 29 Primary-structure Planar Bedding 148.2 N149 30 Primary-structure Planar Bedding 149.1 N152 27 Primary-structure Planar Bedding 150.5 N154 32 Primary-structure Planar Bedding 151.6 N152 31 Primary-structure Planar Bedding 154.2 N319 63 Fracture Planar Hairline-fracture 155.5 N137 32 Primary-structure Planar Bedding 156.3 N339 54 Fracture Planar Hairline-fracture 156.7 N162 26 Primary-structure Planar Bedding 156.9 N346 58 Fracture Planar Hairline-fracture 157.3 N152 33 Primary-structure Planar Bedding 157.7 N338 41 Fracture Planar Hairline-fracture 158.5 N148 26 Primary-structure Planar Bedding 159.8 N152 29 Primary-structure Planar Bedding 160.0 N157 34 Primary-structure Planar Bedding 161.1 N163 34 Primary-structure Planar Bedding 162.2 N164 33 Primary-structure Planar Bedding 163.4 N145 31 Primary-structure Planar Bedding 165.2 N152 35 Primary-structure Planar Bedding 166.1 N152 27 Primary-structure Planar Bedding 166.8 N154 33 Primary-structure Planar Bedding 169.0 N008 38 Fracture Planar Hairline-fracture 169.3 N175 77 Fracture Discontinuous Hairline-fracture 169.5 N144 27 Primary-structure Planar Bedding 170.2 N162 25 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 C1-236 of 1849 Page 234 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 170.9 N145 27 Primary-structure Planar Bedding 171.1 N345 64 Fracture Planar Hairline-fracture 171.8 N337 78 Fracture Discontinuous Hairline-fracture 171.9 N148 28 Primary-structure Planar Bedding 172.9 N156 31 Primary-structure Planar Bedding 173.7 N150 32 Primary-structure Planar Bedding 174.8 N144 34 Primary-structure Planar Bedding 175.5 N154 30 Primary-structure Planar Bedding 176.5 N148 29 Primary-structure Planar Bedding 177.4 N154 31 Primary-structure Planar Bedding 178.1 N154 30 Primary-structure Planar Bedding 178.6 N148 32 Primary-structure Planar Bedding 179.2 N145 25 Primary-structure Planar Bedding 180.3 N155 35 Primary-structure Planar Bedding 180.8 N132 28 Primary-structure Planar Bedding 181.6 N146 31 Primary-structure Planar Bedding 182.4 N133 29 Primary-structure Planar Bedding 183.1 N140 30 Primary-structure Planar Bedding 183.9 N150 29 Primary-structure Planar Bedding 184.9 N147 31 Primary-structure Planar Bedding 185.5 N155 31 Primary-structure Planar Bedding 187.0 N147 29 Primary-structure Planar Bedding 188.3 N154 23 Primary-structure Planar Bedding 189.0 N149 28 Primary-structure Planar Bedding 190.4 N144 30 Primary-structure Planar Bedding 191.3 N146 32 Primary-structure Planar Bedding 193.9 N144 32 Primary-structure Planar Bedding 194.7 N143 32 Primary-structure Planar Bedding 195.5 N135 67 Fracture Discontinuous Hairline-fracture 195.9 N151 33 Primary-structure Planar Bedding 197.1 N145 32 Primary-structure Planar Bedding 197.6 N144 29 Primary-structure Planar Bedding 199.7 N336 76 Fracture Planar Hairline-fracture 201.7 N139 29 Primary-structure Planar Bedding 205.1 N146 25 Primary-structure Planar Bedding 206.1 N162 31 Primary-structure Planar Bedding 207.2 N145 25 Primary-structure Planar Bedding 211.1 N156 31 Primary-structure Planar Bedding 212.3 N145 24 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 C1-237 of 1849 Page 235 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 213.0 N152 27 Primary-structure Planar Bedding 213.3 N337 68 Fracture Planar Hairline-fracture 214.2 N162 31 Primary-structure Planar Bedding 214.7 N154 30 Primary-structure Planar Bedding 214.8 N328 70 Fracture Planar Hairline-fracture 215.6 N149 27 Primary-structure Planar Bedding 215.8 N337 68 Fracture Planar Hairline-fracture 215.9 N147 28 Primary-structure Planar Bedding 219.4 N130 32 Primary-structure Planar Bedding 223.3 N169 29 Primary-structure Planar Bedding 224.1 N149 28 Primary-structure Planar Bedding 227.4 N147 29 Primary-structure Planar Bedding 228.5 N329 61 Fracture Planar Hairline-fracture 229.0 N325 83 Fracture Discontinuous Hairline-fracture 229.1 N147 34 Primary-structure Planar Bedding 229.5 N130 39 Primary-structure Planar Bedding 230.7 N149 27 Primary-structure Planar Bedding 230.8 N317 71 Fracture Planar Hairline-fracture 231.9 N148 27 Primary-structure Planar Bedding 232.9 N154 44 Primary-structure Irregular Bedding 234.2 N143 34 Primary-structure Planar Bedding 234.8 N321 69 Fracture Planar Hairline-fracture 235.1 N330 65 Fracture Planar Hairline-fracture 237.2 N150 29 Primary-structure Planar Bedding 237.6 N330 75 Fracture Planar Hairline-fracture 238.5 N151 27 Primary-structure Planar Bedding 240.0 N326 69 Fracture Planar Hairline-fracture 240.6 N143 30 Primary-structure Planar Bedding 240.6 N304 54 Fracture Planar Hairline-fracture 243.2 N344 68 Fracture Planar Hairline-fracture 243.7 N141 24 Primary-structure Planar Bedding 245.0 N147 26 Primary-structure Planar Bedding 246.1 N336 48 Fracture Planar Hairline-fracture 246.3 N141 28 Primary-structure Planar Bedding 247.1 N142 33 Primary-structure Planar Bedding 250.3 N123 33 Primary-structure Planar Bedding 252.5 N141 27 Primary-structure Planar Bedding 253.1 N148 30 Primary-structure Planar Bedding 254.5 N149 26 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 C1-238 of 1849 Page 236 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project Depth Dip (feet) azimuth 255.2 N329 255.5 N147 257.1 N316 257.2 N137 257.6 N141 259.6 N323 259.6 N154 260.4 N144 263.1 N147 264.8 N139 265.1 N146 265.6 N322 266.3 N152 AMEC Project 6468-13-1072 Structure Dip description 75 Fracture Planar Hairline-fracture 27 Primary-structure Planar Bedding 69 Fracture Planar Hairline-fracture 31 Primary-structure Planar Bedding 22 Primary-structure Planar Bedding 47 Fracture Planar Hairline-fracture 25 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 31 Primary-structure Planar Bedding 29 Primary-structure Planar Bedding 68 Fracture Planar Hairline-fracture 29 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 237 of 1847 RCN: CRP-111 0.0 Page C1-239 of 1849
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC CLINCH RIVER top of borehole...
East:
Nortll Al1:
Zone from 266.772 to 24.159ft Interpretation 1 Dip data sets..
BHTVdips MP-219A 24.159 -
266. 772ft Dip-azimuth, fracture rose-diagram DIP DATA INTERPRETATION RGLDIP vsn 6.2 DIP-AZIMUTH. FRACTURE ROSE-DIAGRAM w
Borehole: MP-219A Azimuth I ncr= 10° N ~ 284 MP-219A, Interpretation 1 266.772 to 24.159fl North ref. is true Depth units are feet N
s AMEC Project 6468-13-1072 E
0 10 20 30 40 50 60 70 80 Figure 53. Boring MP-219A, Rose Diagram GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-240 of 1849 January 11, 2014 Page 238 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 N7 25 Borehole: MP-219A Sonde: BHTV Zone from: 0.000 to 268. 124ft North ref is true Mean deviation: 0_40 to N276_77 End coordinates.
North: 0_221 East: -1.862 Down: 267.939 Azimuth of end: N276.77 Distance start-end: 1.876ft Viewpoint: N7 Data extrapolated to the surface from 23.404ft 75 25-
-l I
50-l 75-100 125 150 175 200-225 250-Figure 54. Boring MP-219A, 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 C1-241 of 1849 January 11, 2014 Page 239 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 CLINCH RIVER SMR PROJECT BOREHOLE MP-401 Receiver to Receiver V5 and VP Analysis 0
20 40
~
....-= r-60 80
-r..
t
~
100
~
~
120 140 I
Near-Far Receivers, Vs
&;;II
~
~ -
160
1 Near-Far Receivers, Vp r--
r------..
180
~
c 200 1-a.. 220 w
c I!
.ro-
.;,;t~
240
~
IW'
~ -
260
~
280
'lll.-
~
300
.. 1"--..1 320 IE!.-
~
340 360
.. 3111..
-= -
.... ~
380 400
~
420 0
5000 10000 15000 20000 25000 VELOCITY (ft/s)
Figure 55: Boring MP-401, 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 C1-242 of 1849 January 11, 2014 Page 240 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Table 30. Boring MP-401, 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 4.9 2800 5560 0.33 1.5 6.6 3580 8230 0.38 2.0 8.2 5900 11900 0.34 2.5 9.8 9010 15150 0.23 3.0 11.5 8890 17540 0.33 3.5 13.1 10580 19610 0.29 4.0 14.8 9950 20200 0.34 4.5 16.4 10580 20200 0.31 5.0 18.0 10180 17540 0.25 5.5 19.7 10930 20830 0.31 6.0 21.3 11020 18520 0.23 6.5 23.0 11900 20830 0.26 7.0 24.6 11300 20200 0.27 7.5 26.3 7980 20200 0.41 8.0 27.9 8770 17540 0.33 8.5 29.5 8280 17540 0.36 9.0 31.2 10670 18520 0.25 9.5 32.8 11110 20830 0.30 10.0 34.5 11300 19610 0.25 10.5 36.1 10930 18520 0.23 11.0 37.7 10340 18520 0.27 11.5 39.4 10260 18020 0.26 12.0 41.0 11110 19610 0.26 12.5 42.7 11300 20830 0.29 13.0 44.3 10340 19050 0.29 13.5 45.9 10030 18520 0.29 14.0 47.6 10840 19050 0.26 14.5 49.2 11590 20830 0.28 15.0 50.9 11300 19050 0.23 15.5 52.5 10100 17540 0.25 16.0 54.1 10180 19050 0.30 16.5 55.8 10670 20830 0.32 17.0 57.4 11400 21510 0.30 17.5 59.1 11700 20830 0.27 18.0 60.7 11300 20830 0.29 18.5 62.3 11700 19610 0.22 19.0 64.0 10340 20830 0.34 19.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-243 of 1849 Metric Units Velocity Vs (m/s) 850 1090 1800 2750 2710 3230 3030 3230 3100 3330 3360 3630 3440 2430 2670 2520 3250 3390 3440 3330 3150 3130 3390 3440 3150 3060 3300 3530 3440 3080 3100 3250 3470 3560 3440 3560 3150 January 11, 2014 Poisson's Vo Ratio (m/s) 1690 0.33 2510 0.38 3630 0.34 4620 0.23 5350 0.33 5980 0.29 6160 0.34 6160 0.31 5350 0.25 6350 0.31 5640 0.23 6350 0.26 6160 0.27 6160 0.41 5350 0.33 5350 0.36 5640 0.25 6350 0.30 5980 0.25 5640 0.23 5640 0.27 5490 0.26 5980 0.26 6350 0.29 5810 0.29 5640 0.29 5810 0.26 6350 0.28 5810 0.23 5350 0.25 5810 0.30 6350 0.32 6550 0.30 6350 0.27 6350 0.29 5980 0.22 6350 0.34 Page 241 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 65.6 11200 20200 0.28 20.0 67.3 11020 19610 0.27 20.5 68.9 11300 20830 0.29 21.0 70.5 10580 19610 0.29 21.5 72.2 10670 20830 0.32 22.0 73.8 10750 20200 0.30 22.5 75.5 10580 19050 0.28 23.0 77.1 10260 18520 0.28 23.5 78.7 9880 19610 0.33 24.0 80.4 10030 20200 0.34 24.5 82.0 10580 18520 0.26 25.0 83.7 9880 18520 0.30 25.5 85.3 10260 20200 0.33 26.0 86.9 8830 16670 0.30 26.5 88.6 11110 19050 0.24 27.0 90.2 9520 20200 0.36 27.5 91.9 10420 19050 0.29 28.0 93.8 10260 19050 0.30 28.6 95.5 10750 18520 0.25 29.1 96.8 10500 20200 0.32 29.5 98.4 10580 18520 0.26 30.0 100.1 10100 18020 0.27 30.5 101.7 10030 18020 0.28 31.0 103.4 9950 18520 0.30 31.5 105.0 10670 19610 0.29 32.0 106.6 10930 19610 0.27 32.5 108.3 11300 21510 0.31 33.0 109.9 11300 21510 0.31 33.5 111.6 11700 20830 0.27 34.0 113.2 10340 19610 0.31 34.5 114.8 9800 17090 0.25 35.0 116.5 10580 18520 0.26 35.5 118.1 11110 19050 0.24 36.0 119.8 11400 20200 0.27 36.5 121.4 10930 20830 0.31 37.0 123.0 11110 20200 0.28 37.5 124.7 11400 20830 0.29 38.0 126.3 11300 21510 0.31 38.5 128.0 11700 21510 0.29 39.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-244 of 1849 Metric Units Velocity Vs (m/s) 3420 3360 3440 3230 3250 3280 3230 3130 3010 3060 3230 3010 3130 2690 3390 2900 3180 3130 3280 3200 3230 3080 3060 3030 3250 3330 3440 3440 3560 3150 2990 3230 3390 3470 3330 3390 3470 3440 3560 January 11, 2014 Poisson's Vo Ratio (m/s) 6160 0.28 5980 0.27 6350 0.29 5980 0.29 6350 0.32 6160 0.30 5810 0.28 5640 0.28 5980 0.33 6160 0.34 5640 0.26 5640 0.30 6160 0.33 5080 0.30 5810 0.24 6160 0.36 5810 0.29 5810 0.30 5640 0.25 6160 0.32 5640 0.26 5490 0.27 5490 0.28 5640 0.30 5980 0.29 5980 0.27 6550 0.31 6550 0.31 6350 0.27 5980 0.31 5210 0.25 5640 0.26 5810 0.24 6160 0.27 6350 0.31 6160 0.28 6350 0.29 6550 0.31 6550 0.29 Page 242 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 129.6 11490 20200 0.26 39.5 131.2 11300 20830 0.29 40.0 132.9 11020 20830 0.31 40.5 134.5 11300 21510 0.31 41.0 136.2 10930 18520 0.23 41.5 137.8 11110 20200 0.28 42.0 139.4 11200 19050 0.24 42.5 141.1 11200 20830 0.30 43.0 142.7 11490 20830 0.28 43.5 144.4 11590 20200 0.25 44.0 146.0 10670 19610 0.29 44.5 147.6 11020 20200 0.29 45.0 149.3 10930 20830 0.31 45.5 150.9 10580 19610 0.29 46.0 152.6 11200 19610 0.26 46.5 154.2 10670 21510 0.34 47.0 155.8 10750 20830 0.32 47.5 157.5 11110 20830 0.30 48.0 159.1 10670 19050 0.27 48.5 160.8 11110 20830 0.30 49.0 162.4 11400 22220 0.32 49.5 164.0 11110 20200 0.28 50.0 165.7 10930 19610 0.27 50.5 167.3 11110 20830 0.30 51.0 169.0 10750 21510 0.33 51.5 170.6 10930 20830 0.31 52.0 172.2 11020 20830 0.31 52.5 173.9 10930 20200 0.29 53.0 175.5 10930 20830 0.31 53.5 177.2 10930 20200 0.29 54.0 178.8 11200 20200 0.28 54.5 180.5 11300 20830 0.29 55.0 182.1 11110 19050 0.24 55.5 183.7 10750 20200 0.30 56.0 185.4 10580 21510 0.34 56.5 187.0 11110 20830 0.30 57.0 188.7 11400 19610 0.24 57.5 190.3 11300 19610 0.25 58.0 191.9 10930 20200 0.29 58.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-245 of 1849 Metric Units Velocity Vs (m/s) 3500 3440 3360 3440 3330 3390 3420 3420 3500 3530 3250 3360 3330 3230 3420 3250 3280 3390 3250 3390 3470 3390 3330 3390 3280 3330 3360 3330 3330 3330 3420 3440 3390 3280 3230 3390 3470 3440 3330 January 11, 2014 Poisson's Vo Ratio (m/s) 6160 0.26 6350 0.29 6350 0.31 6550 0.31 5640 0.23 6160 0.28 5810 0.24 6350 0.30 6350 0.28 6160 0.25 5980 0.29 6160 0.29 6350 0.31 5980 0.29 5980 0.26 6550 0.34 6350 0.32 6350 0.30 5810 0.27 6350 0.30 6770 0.32 6160 0.28 5980 0.27 6350 0.30 6550 0.33 6350 0.31 6350 0.31 6160 0.29 6350 0.31 6160 0.29 6160 0.28 6350 0.29 5810 0.24 6160 0.30 6550 0.34 6350 0.30 5980 0.24 5980 0.25 6160 0.29 Page 243 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 193.6 10750 20200 0.30 59.0 195.2 10840 19610 0.28 59.5 196.9 10840 19610 0.28 60.0 198.5 10670 19050 0.27 60.5 200.1 10750 20200 0.30 61.0 201.8 10500 19050 0.28 61.5 203.4 10580 19610 0.29 62.0 205.1 10420 19050 0.29 62.5 206.7 10420 20200 0.32 63.0 208.3 10420 18520 0.27 63.5 210.0 10340 19050 0.29 64.0 211.6 10580 19050 0.28 64.5 213.3 10840 20830 0.31 65.0 214.9 11110 20200 0.28 65.5 216.5 11300 20200 0.27 66.0 218.2 11400 20830 0.29 66.5 219.8 9390 18520 0.33 67.0 221.5 9130 20200 0.37 67.5 223.1 9260 19050 0.35 68.0 224.7 10260 19610 0.31 68.5 226.4 10840 20200 0.30 69.0 228.0 9800 19050 0.32 69.5 229.7 10100 19050 0.30 70.0 231.3 11020 19050 0.25 70.5 232.9 10840 20830 0.31 71.0 234.6 10340 19050 0.29 71.5 236.2 11200 19610 0.26 72.0 237.9 10030 19610 0.32 72.5 239.5 10030 20200 0.34 73.0 241.1 10340 19610 0.31 73.5 242.8 11400 20200 0.27 74.0 244.4 12120 20830 0.24 74.5 246.1 10750 19610 0.28 75.0 247.7 10180 20200 0.33 75.5 249.3 10670 18520 0.25 76.0 251.0 10930 20200 0.29 76.5 252.6 10750 19050 0.27 77.0 254.3 10670 18520 0.25 77.5 255.9 10580 18520 0.26 78.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-246 of 1849 Metric Units Velocity Vs (m/s) 3280 3300 3300 3250 3280 3200 3230 3180 3180 3180 3150 3230 3300 3390 3440 3470 2860 2780 2820 3130 3300 2990 3080 3360 3300 3150 3420 3060 3060 3150 3470 3690 3280 3100 3250 3330 3280 3250 3230 January 11, 2014 Poisson's Vo Ratio (m/s) 6160 0.30 5980 0.28 5980 0.28 5810 0.27 6160 0.30 5810 0.28 5980 0.29 5810 0.29 6160 0.32 5640 0.27 5810 0.29 5810 0.28 6350 0.31 6160 0.28 6160 0.27 6350 0.29 5640 0.33 6160 0.37 5810 0.35 5980 0.31 6160 0.30 5810 0.32 5810 0.30 5810 0.25 6350 0.31 5810 0.29 5980 0.26 5980 0.32 6160 0.34 5980 0.31 6160 0.27 6350 0.24 5980 0.28 6160 0.33 5640 0.25 6160 0.29 5810 0.27 5640 0.25 5640 0.26 Page 244 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 257.6 11110 19610 0.26 78.5 259.2 11300 19610 0.25 79.0 260.8 10840 20200 0.30 79.5 262.5 10580 19050 0.28 80.0 264.1 10930 19610 0.27 80.5 265.8 10670 20200 0.31 81.0 267.4 10670 18520 0.25 81.5 269.0 10840 20830 0.31 82.0 270.7 11300 20200 0.27 82.5 272.3 11490 20830 0.28 83.0 274.0 11300 19610 0.25 83.5 275.6 11110 20830 0.30 84.0 277.2 11490 20830 0.28 84.5 278.9 11900 21510 0.28 85.0 280.5 10420 20200 0.32 85.5 282.2 10840 19610 0.28 86.0 283.8 10670 18020 0.23 86.5 285.4 9800 18020 0.29 87.0 287.1 10180 18020 0.27 87.5 288.7 11200 19610 0.26 88.0 290.4 11800 20830 0.26 88.5 292.0 11800 21510 0.28 89.0 293.6 10030 18520 0.29 89.5 295.3 10340 18520 0.27 90.0 296.9 10030 18520 0.29 90.5 298.6 11590 19610 0.23 91.0 300.2 11400 19610 0.24 91.5 301.8 9660 17540 0.28 92.0 303.5 10580 20830 0.33 92.5 305.1 11110 18520 0.22 93.0 306.8 11900 19610 0.21 93.5 308.4 11200 19610 0.26 94.0 310.0 10670 20830 0.32 94.5 311.7 10840 20200 0.30 95.0 313.3 12010 20830 0.25 95.5 315.0 11400 19050 0.22 96.0 316.6 10340 19050 0.29 96.5 318.2 9800 19610 0.33 97.0 319.9 10180 18020 0.27 97.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-247 of 1849 Metric Units Velocity Vs (m/s) 3390 3440 3300 3230 3330 3250 3250 3300 3440 3500 3440 3390 3500 3630 3180 3300 3250 2990 3100 3420 3600 3600 3060 3150 3060 3530 3470 2940 3230 3390 3630 3420 3250 3300 3660 3470 3150 2990 3100 January 11, 2014 Poisson's Vo Ratio (m/s) 5980 0.26 5980 0.25 6160 0.30 5810 0.28 5980 0.27 6160 0.31 5640 0.25 6350 0.31 6160 0.27 6350 0.28 5980 0.25 6350 0.30 6350 0.28 6550 0.28 6160 0.32 5980 0.28 5490 0.23 5490 0.29 5490 0.27 5980 0.26 6350 0.26 6550 0.28 5640 0.29 5640 0.27 5640 0.29 5980 0.23 5980 0.24 5350 0.28 6350 0.33 5640 0.22 5980 0.21 5980 0.26 6350 0.32 6160 0.30 6350 0.25 5810 0.22 5810 0.29 5980 0.33 5490 0.27 Page 245 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 321.5 10930 20200 0.29 98.0 323.2 11300 20830 0.29 98.5 324.8 11300 21510 0.31 99.0 326.4 11020 19610 0.27 99.5 328.1 10750 20200 0.30 100.0 329.7 11300 19610 0.25 100.5 331.4 11020 20830 0.31 101.0 333.0 10670 20830 0.32 101.5 334.7 11020 19610 0.27 102.0 336.3 11300 21510 0.31 102.5 337.9 11300 21510 0.31 103.0 339.6 10930 19050 0.25 103.5 341.2 11400 21510 0.30 104.0 342.9 11400 20200 0.27 104.5 344.5 11200 21510 0.31 105.0 346.1 11300 20200 0.27 105.5 347.8 11490 20830 0.28 106.0 349.4 11110 22220 0.33 106.5 351.1 10670 20830 0.32 107.0 352.7 11110 20200 0.28 107.5 354.3 11020 20200 0.29 108.0 356.0 11020 19610 0.27 108.5 357.6 10750 19610 0.28 109.0 359.3 11110 21510 0.32 109.5 360.9 11400 20830 0.29 110.0 362.5 10580 20830 0.33 110.5 364.2 11590 19610 0.23 111.0 365.8 11700 20200 0.25 111.5 367.5 11300 21510 0.31 112.0 369.1 11020 20200 0.29 112.5 370.7 10500 20830 0.33 113.0 372.4 10420 19610 0.30 113.5 374.0 10500 20200 0.32 114.0 375.7 9950 20200 0.34 114.5 377.3 9660 18020 0.30 115.0 378.9 10420 18520 0.27 115.5 380.6 10420 20200 0.32 116.0 382.2 10580 19050 0.28 116.5 383.9 11020 20830 0.31 117.0 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-248 of 1849 Metric Units Velocity Vs (m/s) 3330 3440 3440 3360 3280 3440 3360 3250 3360 3440 3440 3330 3470 3470 3420 3440 3500 3390 3250 3390 3360 3360 3280 3390 3470 3230 3530 3560 3440 3360 3200 3180 3200 3030 2940 3180 3180 3230 3360 January 11, 2014 Poisson's Vo Ratio (m/s) 6160 0.29 6350 0.29 6550 0.31 5980 0.27 6160 0.30 5980 0.25 6350 0.31 6350 0.32 5980 0.27 6550 0.31 6550 0.31 5810 0.25 6550 0.30 6160 0.27 6550 0.31 6160 0.27 6350 0.28 6770 0.33 6350 0.32 6160 0.28 6160 0.29 5980 0.27 5980 0.28 6550 0.32 6350 0.29 6350 0.33 5980 0.23 6160 0.25 6550 0.31 6160 0.29 6350 0.33 5980 0.30 6160 0.32 6160 0.34 5490 0.30 5640 0.27 6160 0.32 5810 0.28 6350 0.31 Page 246 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-401 American Units Depth at Velocity Depth at Midpoint Midpoint Between Poisson's Between Receivers Vs Vo Ratio Receivers (ft)
(ft/s)
(ft/s)
(m) 385.5 11300 22220 0.33 117.5 387.1 11020 20200 0.29 118.0 388.8 10670 20200 0.31 118.5 390.4 10840 19050 0.26 119.0 392.1 10840 20200 0.30 119.5 393.7 11110 20200 0.28 120.0 395.3 11300 19610 0.25 120.5 397.0 11200 20830 0.30 121.0 398.6 10840 20830 0.31 121.5 400.3 10500 20200 0.32 122.0 401.9 10500 19610 0.30 122.5 403.5 10750 20830 0.32 123.0 405.2 11110 21510 0.32 123.5 GEOVision Report 13161-01 Clinch River SMR Project Boring Geophysics rev 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page C1-249 of 1849 Metric Units Velocity Vs (m/s) 3440 3360 3250 3300 3300 3390 3440 3420 3300 3200 3200 3280 3390 January 11, 2014 Poisson's Vo Ratio (m/s) 6770 0.33 6160 0.29 6160 0.31 5810 0.26 6160 0.30 6160 0.28 5980 0.25 6350 0.30 6350 0.31 6160 0.32 5980 0.30 6350 0.32 6550 0.32 Page 247 of 1847 RCN: CRP-111 0.0
AMEC Environmental & Infrastructure, Inc.
Clinch River SMR Project AMEC Project 6468-13-1072 Nat. Gamma (CAL)
Fluid Conductivity Depth Conductivity-Short Conductivity-Long Fluid Temperature CPS 2000 200 uS/em 400 0
mS/m 10 -15 mS/m 5 14 DegC 22 Feet Nat. Gamma (DUIN)
Borehole Diameter CPS 2000 3
INCH 5
Nat. Gamma (FTC)
CPS 2000 MP-401
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Figure 56. Boring MP-401, 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 C1-250 of 1849 January 11, 2014 Page 248 of 1847 RCN: CRP-111 0.0

ML18003A759

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