ML19030A547

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 460-468
ML19030A547
Person / Time
Site: Clinch River
Issue date: 01/18/2019
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
Download: ML19030A547 (9)
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ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING: 570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 251.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 8/1/13 COMPLETED: 8/7/13 ICASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Begin Coring @ 51.1 ft 755.9 51.1 0.5 5:30/0.5 (0.5) (0.5) Run 1 100.~

LIMESTONE (MICRITE), gray (5Y 5/1 ), strong, very thinly to thinly bedded, fresh, 0.

755.41 51.6 4.9 10:00 100% 100% Run 2 - interbedded with few to little laminated to very thin, wispy/wavy, clayey Calcareous (4.9) 1(4.9) 9:30 SILTSTONE, very dark gray (5Y 3/1), and few to little, very thinly to thinly bedded chert 100% 100% interbeds and nodules (dark gray to black, with healed calcite filled tensional fractures 5:15 orthogonal to bedding); strong HCI reaction (Rockdell Formation-Unit D) 6:00 52.1 ,52.2,53.7,55.7ft: BJ, 30°, PR-PS, PO, B, II-III 6:30/0.9 54.3ft: BJ, 30°, SL, PO, B, II 750.5 56.5 56.3ft: BJ, 30°, PR, PO, K, IV 5.1 5:45 (5.1) (4.7) Run 3 - 57 .4ft: BJ, 30°, PR, PO, K, IV 5:30 100% 92% 58.0,58.4,59.2ft: BJ, 30°, US, PO, B, II-III 60.2ft: BJ, 30°, PR, PO, F, Ill 5:00 61.2ft: BJ, 30°, 0, F, V 6:30 8:15/1.1 745.4 61.6 5.0 4:30 (5.0) (4.1) Run 4 - 62.6,63.4,63.8,64.1ft: BJ, 30°, PS, PO, B, II 4:30 100% 82% 64.5,65.0,65.4,65.9ft: BJ, 30°, US-UR, PO, B, II 66.1-66.5ft: FZ, 30°, PR, P0-0, C, Ill 4:30 5:30 6:30 740.4 66.6 5.0 4:45 (5.0) (5.0) Run 5 - 67.6ft: BJ, 30°, US, T, B, II

~

7:00 100% 100% 68.6ft: J, 70°, PR, P0-0, D, Ill 68.6ft: BJ, 70°, PS, PO, B, II 5:00 69.6ft: BJ, 30, PS, PO, B, II 7:00 70.9ft: J, 60°, SR, P0-0, C, Ill 70.9ft: BJ, 30°, PS, P0-0, C, Ill 7:45 735.4 71.6

- 73.4,73.6,74.2,75.3ft: BJ, 30°, US-PS, T-PO, B-C, II-III

~

5.0 6:30 (5.0) (4.3) Run 6 5:30 100% 86% 75.3ft: J, 60°, T-PO, PR, B, II 75.6ft: SH, 30°, PS, PO, C, Ill, with calcite 4:30 75.7ft: SH, 30°, PS, VT, A, I, with calcite 5:45 6:00  : : - 7 : 3 _ 1 1 . _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ 7!).8 730.4 76.6 LIMESTONE (PACKSTONE/GRAINSTONE), bluish gray (108 5/1), strong, thinly to 5.0 4:30 (5.0) (4.6) Run 7 - moderately bedded, fresh, fossiliferous, interbedded with few laminated to very thin,

~

100% 92% wispy/wavy, clayey Calcareous SILTSTONE, very dark gray (5Y 3/1 ), and trace very thinly to 4:30 thinly bedded chert (dark gray to black, with healed calcite filled tensional fractures orthogonal 4:00 727.5 to bedding); strong HCI reaction 3:45 -

  • - 77.0,77.4,77.5,78.3,78.5,79.4,79.5ft: BJ, 30°, PS-PR, PO, B, II r~

CALCAREOUS SILTSTONE, very dark gray (5Y 3/1) to dark olive gray (5Y 3/2), medium 4:30 -

strong to strong, laminated to very thinly bedded, fresh, interbedded with trace to few 725.4 81.6 -

5.0 4:00 (5.0) (5.0) Run 8 - - laminated to very thinly bedded, irregular and discontinuous LIMESTONE (MICRITE) and 100% 100% *- trace (PACKSTONE), gray (5Y 5/1 ), trace irregular chert nodules; little bioturbation, strong 5:00 -

  • - HCI reaction (Rockdell Formation-Unit C) 4:30 -*

5:15 -

5:45 -*

720.4 86.6 *-

5.0 5:15 (5.0) (5.0) Run 9 -

- 86.6ft: As above, LIMESTONE (MICRITE) interbeds increase to few to little 5:00 100% 100% -* 89.0ft: BJ, 30°, PR, PO, B, II 5:00 -

4:15 -

5:30 -*

715.4 91.6 *-

4.9 8:18 (4.9) (4.9) Run 10 - - 92.8,94.5ft: BJ, 30°, PR, T-PO, B, II 8:00 100% 100% -*

5:15 -

6:45 -

6:15/0.9 *-

710.5 96.5 -*

5.0 4:45 (5.0) (5.0) Run 11 *- -

4:15 100% 100% -

4:30 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-460 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING: 570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 251.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 8/1/13 COMPLETED: 8/7/13 ICASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Continued from previous page 4:30 -

CALCAREOUS SILTSTONE, very dark gray (5Y 3/1) to dark olive gray (5Y 3/2), medium 4:15 -

  • - strong to strong, laminated to very thinly bedded, fresh, interbedded with trace to few 705.5 101.5 -

laminated to very thinly bedded, irregular and discontinuous LIMESTONE (MICRITE) and 5.0 6:15 (5.0) (5.0) Run 12 -

- trace (PACKSTONE), gray (5Y 5/1 ), trace irregular chert nodules; little bioturbation, strong 4:30 100% 100% -

  • - HCI reaction (Rockdell Formation-Unit C) (continued) 4:00 -

4:00 -

5:00 -

700.5 106.5 5.0 3:15 (5.0) (5.0) Run 13 *- -

3:30 100% 100% -

3:30 -

4:00 -

5:00 ~~61_---------------------------------- __11.Q.9 695.5 111.5 LIMESTONE (MICRITE/GRAINSTONE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, very

~

5.0 4:15 (5.0) (5.0) Run 14 - thinly to moderately bedded, ribbony to nodular appearance, fresh, fossiliferous, interbedded 4:00 100% 100% with few to little mostly laminated to very thin, wavy/irregular to wispy Calcareous SILTSTONE, very dark gray (N 3/) to black (N 2.5/), locally little to some, thin to moderately interbedded; 4:15 trace to few stylolites, calcite filled pits and sparry calcite "bird eyes", strong HCI reaction 4:15 115.9ft: J, 50°, SR, P0-0, B, II 4:30 690.5 116.5 5.0 4:45 (5.0) (5.0) Run 15 - 120.3,120.7ft: J, 60°, PR, VT, A, I, with calcite 3:45 100% 100%

3:30 4:15 5:00 685.5 121.5 5.0 3:15 (5.0) (5.0) Run 16 - 122.6ft: J, 60°, PR, PO, C, Ill 3:15 100% 100% 123.8,126.1ft: BJ, 30°, PR, 0-PO, B-C, Ill 3:30 3:45 3:45 680.5 126.5 5.0 3:45 (5.0) (5.0) Run 17 - 127.2ft: BJ, 30°, SL, PO, B, II

~

3:45 100% 100% 128.5ft: J, 60°, PR, PO, C, Ill 129.8ft: BJ, 30°, PR, PO, C, Ill 4:00 127.5-129.0ft: As above, to mostly LIMESTONE (GRAINSTONE), moderately bedded, 5:00 fossiliferous 5:00 675.5 131.5 5.0 4:30 (5.0) (4.7) Run 18 - 131.9ft: BJ, 30°, PR, PO, B, Ill 4:15 100% 94% 135.9ft: J, 60°, PR, T, C, II 136.2ft: J, 40°, PR, T, B, II 4:15 4:45 134.7-140.6ft: As above, to mostly LIMESTONE (GRAINSTONE), moderately to thickly 4:30 bedded, fossiliferous 670.5 136.5 5.0 3:30 (5.0) (4.9) Run 19 - 137.0,138.1ft: BJ, 30°, UR-PR, 0-PO, B,11-111 3:30 100% 98% 139.0ft: BJ, 30°, PR, T, B, II 141.2,141.3ft: BJ, 30°, PR-PS, PO, B, II 3:30 3:30 4:15 665.5 141.5 5.0 4:30 (5.0) (5.0) Run 20 -

~

3:30 100% 100%

3:15 3:30 3:45 660.5 146.5 5.0 3:30 (5.0) (5.0) Run 21 - 147.8ft: BJ, 30°, PS, PO, B, II 3:15 100% 100%

~ 151.0ft: BJ, 30°, PR, PO, C, Ill Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-461 of 706

ame GEOTECHNICAL CORING LOG SHEET 3 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING: 570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 251.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 8/1/13 COMPLETED: 8/7/13 ICASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Continued from previous page LIMESTONE (MICRITE/GRAINSTONE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, very

~

3:30 thinly to moderately bedded, ribbony to nodular appearance, fresh, fossiliferous, interbedded 3:45 with few to little mostly laminated to very thin, wavy/irregular to wispy Calcareous SILTSTONE, 4:00 very dark gray (N 3/) to black (N 2.5/), locally little to some, thin to moderately interbedded; 655.5 151.5 trace to few stylolites, calcite filled pits and sparry calcite "bird eyes", strong HCI reaction 5.0 5:00 (5.0) (5.0) -

~

Run 22 (continued) 3:45 100% 100% 153.6ft: BJ, 30°, PR, PO, C, II 3:30 3:30 4:18 650.5 156.5 5.0 4:00 (5.0) (5.0) Run 23 - 156.9ft: BJ, 30°, PS, PO, B, II 3:30 100% 100% 158.3ft: BJ, 40°, PR, P0-0, C, Ill 4:15 5:00 5:00 645.5 161.5 5.0 5:30 (5.0) (5.0) Run 24 -

5:00 100% 100%

4:30 4:30 4:30 640.5 166.5 5.0 (5.0) (5.0) 170.9ft: J, 60°, SR, T, B, II, with calcite

~

5:15 Run 25 -

4:30 100% 100%

4:30 4:15 4:30 635.5 171.5 5.0 4:30 (5.0) (5.0) - 172.5ft: BJ, 30°, US, T, B, II

~

Run 26 3:15 100% 100% 175.1ft: J, 60°, SR, T, B, II 3:45 3:45 4:00 630.5 176.5 5.0 3:30 (5.0) (5.0) Run 27

-629.6 177.1ft: BJ, 30°, US, T, B, II 177.4 3:00 100% 100% -

CALCAREOUS SILTSTONE, dark gray (5Y 4/1) to very dark gray (5Y 3/1, N 3/), with trace

  • - dusky red (2.5YR 3/2), strong, laminated to thinly bedded, fresh, interbedded with little to 3:15 -

- -* some, amorphous to laminated and very thin to thin LIMESTONE (MICRITE), gray (N 5/);

4:30 -*

  • - slight to moderate bioturbation, trace calcite filled pits and burrows, strong HCI reaction 5:00 -

(Lincolnshire Formation-Fieanor Member-Unit B) 625.5 181.5 -*

5.0 3:45 (5.0) (5.0) Run 28 *- -

3:00 100% 100% -

3:30 -

3:15 -*

3:45 -

620.5 186.5 -

5.0 3:30 (5.0) (4.6) Run 29

-* - 188.4ft: BJ, 30°, SL, T, B, II 3:15 100% 92% -

188.6,188.8ft: BJ, 30°, PS, T, B, II

- 190.4ft: J, 60°, PR, T-PO, B, II 3:45 -

3:45 - -*

4:30 -

615.5 191.5 -

3.4 3:45 (3.3) (2.4) Run 30 - - 193.0ft: J, 60-70°, SR, PO, B, II 3:30 97% 71% -

193.0,193.5,193.6194.1ft: BJ, 30°, US-PS, T-PO, B-D,11-111 194.2-194.9ft: FZ/BJ, 30°, US-PS, T-PO, 0, II 10:45 -* 195.ft: BJ, 30°, PS, PO, B, II 612.1 194.9 13:45/0.4 196.0-196.3ft: FZ/ BJ, 30°, PS, T-0, B, II, spaced at about 0.1' 1.6 5:00/0.6 (1.6) (1.2) Run 31 194.9-195.3ft: J, 70-80°, PR, VT, A, I, with calcite 610.5 196.5 7:45 100% 75% -*

  • - 610.5 196.1,196.2ft: BJ, 40°, PS, T-PO, B, II 196.5 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-462 of 706

ame GEOTECHNICAL CORING LOG SHEET 4 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING: 570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 251.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 8/1/13 COMPLETED: 8/7/13 ICASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Continued from previous page 5.0 6:45 (5.0) (5.0) Run 32 -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and dark reddish gray (2.5YR 4/1 ),

5:30 100% 100% -

  • - strong, laminated to very thinly bedded, fresh, interbedded with few to little, mostly laminated 5:15 -

to thinly bedded, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray

- (N 5/), greenish gray (10Y 5/1), and reddish gray (2.5YR 6/1); strong bioturbation through-out 5:00 -

  • - with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction 5:45 -

- (continued) 605.5 201.5 -

5.0 4:00 (5.0) (5.0) Run 33 *- - 203.4,204.2ft: BJ, 30°, PS, T, B, II 4:15 100% 100% -

4:15 -

4:15 -

5:00 -

600.5 206.5 5.0 4:00 (5.0) (5.0) Run 34 *- -

4:45 100% 100% -

4:30 -

4:15 -

4:30 -

595.5 211.5 5.0 3:30 (5.0) (5.0) Run 35 -

- 213.6,214.2,214.7ft: BJ, 30°, PS, T, B, II 3:30 100% 100% -

  • - 214.3,216.0ft: J, 60°, PR, T-PO, B, II 4:15 -

3:45 -

4:15 -

590.5 216.5 *-

5.0 3:30 (5.0) (5.0) Run 36 -

- 218.4ft: J, 70°, SR, T-PO, B, II 3:15 100% 100% -

  • - 218.8ft: BJ, 30°, PS, PO, C, II

- 221.0ft: J, 70°, SR, VT-T, A, I 3:45 -

3:30 -

5:00 -*

585.5 221.5 *-

5.0 3:30 (5.0) (5.0) Run 37 -

- 225.4ft: SH, 30°, PL, T, C, II, with calcite 226.0ft: BJ, 30°, PS, T, B, II 3:30 100% 100% -

4:30 -

4:30 -

4:45 -

580.5 226.5 5.0 4:00 (5.0) (5.0) Run 38 - - 227.1ft: BJ, 30°, PS-PR, T-PO, B, II 4:00 100% 100% - -*

227.7ft: SH, 30°, PL, T, C, II, with calcite 230.6ft: BJ, 30°, PS, T, B, II 4:15 -

4:15 -*

4:30 -

575.5 231.5 -*

5.0 4:00 (5.0) (5.0) Run 39 *-

- 233.0ft: BJ, 30°, PS, T, B, II 4:15 100% 100% -

4:15 -

4:00 -*

4:45 -

570.5 236.5 -*

5.0 4:00 (5.0) (5.0) Run 40 *- -

4:00 100% 100% -

4:45 -

4:00 - -*

4:00 -

565.5 241.5 -

5.0 4:15 (5.0) (5.0) Run 41

-* - 244.8ft: BJ, 30°, PS, T-PO, B, II 3:45 100% 100% -

4:15 -*

4:15 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-463 of 706

ame GEOTECHNICAL CORING LOG SHEET 5 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING: 570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 251.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 8/1/13 COMPLETED: 8/7/13 ICASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Continued from previous page 5:15 -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and dark reddish gray (2.5YR 4/1 ),

-'..=-

560.5 246.5 -

5.0 3:45 (5.0) (4.8) Run 42 strong, laminated to very thinly bedded, fresh, interbedded with few to little, mostly laminated 100% 96% - to thinly bedded, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray 4:00 -

- (N 5/), greenish gray (10Y 5/1), and reddish gray (2.5YR 6/1); strong bioturbation through-out 5:30 -

with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction

- (continued) 4:00 -

246.8ft: BJ, 30°, SL, T-PO, B, II 4:00 -

  • - 248.4ft: BJ, 30°, PS, PO, C, Ill 555.5 251.5 555.5 r~

249.5-249.6ft: FZ, 30°, PS, P0-0, C-D, II

- 249.5ft: J, 60°, PR, T, B, II Boring and coring terminated at 251.5 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-464 of 706

MP-409 -Boxes 1 and 2 AMEC I'IWJECT (jtfG/11311172 IJ{)/1/NC /V\r 40"\ 1l0~ __!___,__.__

DEI'TH t; I

  • I (lf)W ~(It)

""'* Il

  • 0 I ~ t I~ :I> " )) ) ' O'b 1 CLINCH I~IVEI~ SMH PROJECT AMEC PIWJECT fi461113 1072 HOlliNG MP- I.{o"f tlOX ...._

I)EI'TH ~- ~ _ (fr) TO 1~ b (fl)

  • ** * ' * '"I' ,.I... * - - -- '.* - "-". '<I ~.,......--:,.

= * *"'*\~* . . ---

~~.* - ~~ * , * -

.~

AMEC PROJECT 6468131072 0 30RING ,IV\ p. '1b Cj BOX _ 2 _ .

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-465 of 706

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-466 of 706

MP-409 -Boxes 9 and 10

~- -

~- \ -¥--~~ ~-~___:_.)

. ~

CLINCH RIVER SMR PROJECT AMEC PROJECT 6468131072 BORING M r 'i*-~BOX

" . - - -* ~ """' . -:--~ ----"'<- * '

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-467 of 706

  • MEC PROJECT 6468 13 10 1.

30RING p. Yo uo;._u DEPTH . 'l.l'-5 lft)TO 'Z- '-1 1.f (ft)

I UN INTERVAL (ttl HEC (In- 1 ,.,) I"~ UI) IHi- 1 r ('2 ~< ..- /

4 {)  ;:, . 0 1~~..-> S. o (ro o;.:-jj 5.o(t 00_,.1

s. 0

("'- '<C.~ -

i-1"2.) * "l.>t.,)j S. C.J (fov;--J I Lt.B Ac-i' )

IJOR!IJG ' 11P 'lot:r !30X__!:J.__

DEPTH '1- '{IS 1ft) TO '1- 51."5 Jill

-- -- -- __.__ -***- - , . ....i --'-~*~-----Jr;.;;.

--==o----------="---- -~~-..... ~~ -

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-468 of 706

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