ML19030A533

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 336-343
ML19030A533
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: ML19030A533 (8)
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Text

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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-336 of 706

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CLINCH RIVER SMRPROJECT AM~CPROJECT~46813 1072 BORING MP. 2Js-Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-337 of 706

ame GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL 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-216 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 571,031 US ft (NAD83) EASTING: 2,448,209 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.5 ft ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (ID):140-Ib Auto (163745)

DATE STARTED: 7/30/13 I COMPLETED: 8/1/13 IHOLE DIA.: 4" ICASING DEPTH: 3.5 ft ICORE SIZE:HQ3 IBITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 100 NO. G 813.4 Ground Surface 813.4 0.0 ts"l6.4 u.u 16 50/0.3 SS-1 ~ WEATHERED ROCK: CALCAREOUS SILTSTONE,

. 50/0,3

~ sampled as Sandy SILT with Gravel (ML), pale red (10R 7/2) to weak red (2.5YR 4/2), hard, dry to moist, non-plastic to S'

~

low plasticity fines, some fine to coarse sand, few to little fine 810.0 3.4 f----o~---t::

~ l- angular gravel sized rock fragments, strong HCI reaction 50/0.4 . 50/0.4 SS-2 ~

~

807.6 5.8 ~~07.5 5.9 50/0.1 ~ Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

1- 6.1 ftbgs,AM7/31/13 16.2 ft bgs, AM 8/1/13 1-1-

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Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-338 of 706

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 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-216 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 571,031 US ft (NAD83) EASTING: 2,448,209 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/30/13 COMPLETED: 8/1/13 ICASING DEPTH: 3.5 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 @ 5.9 ft 0.6 5:30/0.6 (0.6) (0.0) Run 1 ou, .0 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 0.

807.5 5.9 -

806.9, 6.5 5.0 5:30 100% 0% Run 2 -

dark grayish green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, (5.0) 1(2.6) 5:30 -

locally with moderately bedded appearance, slightly weathered to fresh, interbedded with 100% 52%

- trace to few laminated to very thinly bedded LIMESTONE (WACKESTONE/MICRITE), gray 5:30 -

  • - (5Y 6/1), locally fossiliferous; strongly bioturbated, strong HCI reaction (Lincolnshire 4:30

- Formation-Fieanor Member-Unit B) 6:00 6.1ft: BJ, 30°, PS, T, B, II 801.9 11.5 -

  • - 801.9 6.8,9.9ft: J, 30-40°, UR-PR, VT-PO, B, Ill 11.5 5.0 5:00 (5.0) (3.6) Run 3 -
  • - 17.2-7.3,8.4-8.7,9.2-9.5,10.3-10.6ft: FZ, 30-50°, PR, P0-0, F, III-IV I 4:45 100% 72% -

- 18.3ft: BJ, 30°, PR, PO, B, Ill I

- \1_().~t:_.J,.Z_OO., ~,_9,_8,_11 ________________________ J 4:30 -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 5:15 -

- dark grayish green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, 5:00 -

  • - locally with moderately bedded appearance, fresh, interbedded with few to little laminated to 796.9 16.5 -

very thinly bedded LIMESTONE (WACKESTONE/MICRITE), gray (5Y 6/1) to bluish gray (58 5.0 3:15 (5.0) (4.2) Run 4 -

6/1 ), locally fossiliferous; strongly bioturbated, strong HCI reaction 2:45 100% 84% -

  • - 13.7,14.1,14.3,15.3,15.5,15.7,16.0ft: BJ, 30°, PS, PO, B-C, II-IV

- 16.1-16.2ft: FZ, 30°, PS, 0, F, IV 2:45 -

  • - 16.8,17.1,17.3,19.3,19.6,20.2ft: BJ, 30°, PS-PR, P0-0, B-F, II-IV 3:15 -

17.4ft: J, 70°, PR, PO, C, Ill 3:30 -

791.9 21.5 -

5.0 7:00 (5.0) (4.5) Run 5

- 23.0,23.8,23.9,24.1 ,24.9ft: BJ, 30°, PS-PR, T-PO, B, II-III 5:45 100% 90% -

4:30 -*

7:30 -

6:00 -*

786.9 26.5 *-

5.0 4:30 (5.0) (3.7) Run 6 -

- 26.8,27.0,27.5,28.0,28.2,28.4,28.8,29.4,29.6ft: BJ, 30°, PS, T-PO, B, II 5:00 100% 74% -

27.7ft: J, 40°,SR, PO, B, II

- 30.7ft: J, 70°, SR, PO, B, Ill 4:45 -

5:00 -

6:00 -

781.9 31.5 5.0 4:45 (5.0) (5.0) Run 7 -

  • - 33.0,34.2ft: BJ, 30°, PS, T, B, II 4:30 100% 100% -*

34.3,35.3ft: J, 70-80°, SR, VT-PO, A-B, I-III 5:30 -

4:45 -

5:15 -

776.9 36.5 *-

5.0 9:15 (5.0) (5.0) Run 8 -

37.5,39.2,40.7ft: BJ, 30°, PS-US, T-PO, B-C, II 7:15 100% 100%

- 40.3,41.5ft: J, 70°, PS/SR, T-PO, B-C,11-111, with calcite min.

7:00 -

5:45 -

6:00 *-

771.9 41.5 - -*

5.0 4:15 (5.0) (4.3) Run 9 -

42.4,45.4ft: BJ, 30°, PS, T-PO, B, II 4:45 100% 86% -

45.6ft: J, 60°, PR, PO, C, Ill 4:45 -

5:45 - -*

5:30 -

766.9 46.5 -

5.0 4:45 (5.0) (4.5) Run 10 -*

  • - 46.8,47.0,48.0ft: BJ, 30°, PS/SL, PO, B, II 4:30 100% 90% -

6:00 -*

4:00 -

4:30 -

761.9 51.5 -

5.0 4:15 (5.0) (4.8) Run 11

- 51.7-51.9ft: FZ, 40°, PR, P0-0, C, IV 4:30 100% 96% -

  • - 54.5ft: BJ, 30°, PS, PO, B, II 5:15 -*

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-339 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 2 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-216 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 571,031 US ft (NAD83) EASTING: 2,448,209 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/30/13 COMPLETED: 8/1/13 I CASING DEPTH: 3.5 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 4:45 -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 6:00

  • - dark grayish green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, 756.9 56.5 *- locally with moderately bedded appearance, fresh, interbedded with few to little laminated to 5.0 4:15 (5.0) (4.6) Run 12 -

- very thinly bedded LIMESTONE (WACKESTONE/MICRITE), gray (5Y 6/1) to bluish gray (58 100% 92%

4:00 -

6/1 ), locally fossiliferous; strongly bioturbated, strong HCI reaction (continued)

- 58.9,60.4,60.5ft: BJ, 30°, PR, T-PO, B-C, II 4:30 -

60.3,60.9ft: J, 60-70°, SR, T-PO, B, II 4:00 -

4:00 -

751.9 61.5 -

5.0 3:45 (5.0) (5.0) Run 13 -

62.6,65.5ft: BJ, 30°, UR-PR, T-PO, B, II 4:00 100% 100% -

  • - 62.7ft: J, 80°, SR, PO, B, II 4:00 -

4:00 -

4:15 -

746.9 66.5 -*

5.0 4:15 (5.0) (4.6) Run 14 -

  • - 67.2ft: BJ, 30°, PS, T, B, II 4:00 100% 92% -

4:15 _ 4 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~.0

~ = 7 +/- CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 4:45 -

dark grayish green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, 5:15 -

locally with moderately bedded appearance, fresh, interbedded with little to some laminated to 741.9 71.5 -

very thinly bedded LIMESTONE (WACKESTONE/MICRITE), gray (5Y 6/1) to bluish gray (58 5.0 4:30 (5.0) (5.0) Run 15 -

  • - 6/1 ), locally fossiliferous; strongly bioturbated, strong HCI reaction 4:30 100% 100% -

- 69.1 ,69.3,69.7,70.4,70.6,70.9ft: BJ, 30°, PS-PR, T, B, II

- 74.4,75.0ft: BJ, 30°, PR, T, B, II 4:00 -

3:45 -

4:15 -

736.9 76.5 -

5.0 5:45 (5.0) (4.7) Run 16 -

78.7,78.8ft: BJ, 30°, PR, PO, B, Ill 100% 94%

7:30 -

4:30 ~

=7}_4,+/-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TIJ.O

  • - CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 4:00 -

- dark grayish green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, 6:00 -

  • - locally with moderately bedded appearance, fresh, interbedded with few to little laminated to 731.9 81.5 *-

very thinly bedded LIMESTONE (WACKESTONE/MICRITE), gray (5Y 6/1) to bluish gray (58 5.0 7:15 (5.0) (4.8) Run 17 -

6/1 ), locally fossiliferous; strongly bioturbated, strong HCI reaction 5:45 100% 96% -

79.0,79.9,80.7ft: BJ, 30°, PR-PS, T-PO, B-C, II-IV

- 82.0-82.2ft: FZ, 30-50°, PR, P0-0, F, IV 5:15 -

  • - 82.6ft: BJ, 30°, PS, T, B, II 5:00 *-

- -* 83.5ft: J, 70°, SR, T-PO, C, II 5:00 -

726.9 86.5 *-

5.0 4:15 (5.0) (5.0) Run 18 - -* 88.0,89.3ft: BJ, 30°, PS, T, B, II 3:30 100% 100% -

3:30 -*

4:00 -

4:30 -*

721.9 91.5 5.0 3:45 (5.0) (5.0) Run 19 -

93.1ft: SH, 30°, PL, T, C, II, with calcite 4:00 100% 100% -*

  • - 94.0ft: J, 70°, SR, T, B, II

- 95.7ft: BJ, 30°, PS, PO, B, II 3:45 - -*

4:30 -

4:45 716.9 96.5 -*

5.0 4:30 (4.8) (4.6) Run 20 -

  • - 96.5ft: SH, 30°, PL, T-PO, C, II, with calcite 4:00 96% 92% - -* 96.7,97.8,99.4ft: BJ, 30°, PS, T, B, II-III

- 96.8,99.9ft: J, 70°, SR-PR, T, B-C,11-111 4:15 -

4:15 -*

4:15 -

711.9 101.5 -* 711.9 101.5 Boring and coring terminated at 101.5 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-340 of 706

CLINCH I<IVE I~ SMH PI\CJJECT

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RUN-INTERVAL 1ft) REC lftl 1%1 RQD (ft)- (%)

'1-) s. o f'_;;.s1/ s .o (tou/.) 1 <t2 $'f.-'

f3(JRJHG IV' p.'Z( & 130X _ '2_ t;) S. 0 ( .... ~[5/ 5 .o (toc:<)/-'f ')(<;or.)

!)fPIH IeoS ffl) TO 'JI 5 (It) (,) S'.o r:'j[5) /.S.o (roo;;) I J 7 C 7'/<:.J fJOil/NG /\AP"'Z.IC IJfiX_>_ _

DCPTH )£. 5 {ft}TO ~(Hl RUN INTERVAL (ft) HEC lftl ('Y..l RQO !It\- 1"1\)

J!iJ 5.or~~~~1 (b- o lfo.,.::-J / : ~.:r.s'.("\t.'>)

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'2.) t; .0 ('>~"f.'S' f~. 0 (t ocv.Y q r. ~ c. r.)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-341 of 706

MP-216- Boxes 5 and 6 BOI?ING 1"\? '2l G ilOll ..£.__

DEPTH c,r.) (II)TO ~(ftl

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RUN INTERVAL lftl REC if\\ 1%\ RQI) tft) - 1%\

  • t(,J 5" o (~;?.n/S.oGo a l,) ( '-1.7 ~ 'i/.)

7 1 s. o ( ~~{,.s )) 5.o (loo~:J I ' 1* r~:r4:.f3: ('\~a"~

t6)---;:;?e_,_.,f \JS*D{1oD7)/~ ~ S.o' 1 '(JOOl MP-216- Box 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-342 of 706

ame GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-217 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 811.6 ft (NAVD88) NORTHING: 571,125 US ft (NAD83) EASTING: 2,448,169 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 99.3 ft ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 7/23/13 I COMPLETED: 7/25/131 HOLE DIA.: 4" ICASING DEPTH: 39.3 ft ICORE SIZE:HQ3 IBITS USED: 3" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 100 NO. G 811.6 Ground Surface 811.6 0.0 ts"l"l.t) u.u 3 7 5 SS-1 FILL: LEAN CLAY with Gravel (CL), yellowish brown (10YR

{0~

,12* 5/6) to brown (7.5YR 5/4), stiff, dry to moist, low to moderate I-809.2 2.4 plasticity fines, little fine to coarse angular to subangular

ss:2 gravel, trace to few fine to coarse sand, strong HCI reaction

~

3 4 6 10

~

807.1 4.5 806.7 4.9 "'""-FiLL:c"LAYEY GRAVELwiih Sand(GC)~rown (7.5YR"474)-.-* ~

2 2 1 ----ss:3

.* 3 . very loose, moist, fine to coarse angular gravel, little to some t- low to moderate plasticity fines, few fine sand, strong to

~~

804.3 7.3 weak HCI reaction 5 SS-4 7.3ft: As above, brown (7.5YR 4/3), little to some fine to

~4 medium sand 801.8 9.8 2 1 2 SS-5 3.

J0~

~~----------------------12Q FILL: Gravelly LEAN CLAY with Sand (CL), brown (7.5YR 798.3 13.3 4/2), soft, moist, low to moderate plasticity fines, little fine to 2 ~ coarse angular gravel, little fine to medium sand, weak HCI 796.6 15.0 3 frg 6 _6 reaction 15 _0 SS-7 ------------------------~

1 1 2 FILL: LEAN CLAY (CL), dark grayish brown (10YR 4/2), soft, 3*

~ moist, low to moderate plasticity fines, few fine to coarse

~

I-subangular gravel, trace to few fine to coarse sand, weak

~9:3&..._H~ ~a_::ti~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18Q FILL: CLAYEY GRAVEL (GC), brown (10YR 4/3), loose, I

moist, fine angular gravel, little low plasticity fines, weak HCI 791.6 20.0 reaction 1 3 4 SS-8

~7 1-

~~~---------------------23Q RESIDUAL SOIL: LEAN CLAY with Gravel (CL), brown

{0 (10YR 4/3) to reddish brown (2.5YR 4/4), medium stiff, 786.6 25.0 moist, low to moderate plasticity fines, little fine angular 3 ----ss:g gravel, few coarse sand, strong HCI reaction

{0~

6

~~---------------------_llQ RESIDUAL SOIL: Gravelly LEAN CLAY (CL), yellowish brown (10YR 5/4), medium stiff, moist, low to moderate

{0 plasticity fines, some fine to coarse angular to subangular gravel, few coarse sand, weak HCI reaction

{0 781.6 30.0 1 2 3 ss::i()

.* 5*

~

- I-3

~!l£RESIDUAL sOIL: cLAYEY-GRAvEL-with-sand (GcC~ Q 776.9 34.7 reddish brown (2.5YR 4/3), very stiff, moist, some fine to SS-11 coarse subangular to angular gravel, little to some fine 5 10 13 775.6 36.0  ;'3 coarse sand, little low plasticity fines, strong HCI reaction SS-12

~ ~3.6 6 6 8 1-38.0 772.7 38.9 50/0.1

. 5* SS-13

~ 772.3-WEATHERED- ROCK -CALCAREOUS- siLTSTONE-,--"'

sampled as WELL GRADED GRAVEL with Sand (GP), dar~r reddish brown (2.5YR 3/3), very dense, wet, fine to coarse angular gravel, some coarse sand, trace to few non-plastic to low plasticity fines, strong HCI reaction 1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

35.0 ft bgs, AM 7/24/13 34.5 ft bgs, AM 7/25/13 I-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-343 of 706

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