ML19030A536

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 362-370
ML19030A536
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: ML19030A536 (9)
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Text

ame GEOTECHNICAL CORING LOG SHEET 5 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.: MP-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1) Inclination: Vertical GROUND ELEV.: 808.6 ft (NAVD88) NORTHING: 571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)

DATE STARTED: 7/20/13 COMPLETED: 7/25/13 ICASING DEPTH: 24.5 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 2:56 -

CALCAREOUS SILTSTONE, very dark gray (10YR 3/1, N 3/) and bluish black (5PB 2.5/1) 3:27 -

- to very dusky red (5R 2.5/3, 10R 2.5/2), with trace dark greenish gray (5GY 4/1) to very 594.5 214.1 5.0 3:43 (5.0) (5.0) Run 44 -

dark greenish gray (5G 3/1 ), strong, laminated to moderately bedded, locally thickly 100% 100%

- bedded, fresh, interbedded with little to some, laminated to moderately bedded 2:45 -

  • - LIMESTONE (MICRITE/WACKESTONE), gray (N 5/, 10YR 6/1-5/1), trace fossils, and few 2:59

- to little, very thin to moderate chert beds, lenses, and nodules (multicolored-gray, green, reddish brown, to black, with calcite filled tensional fractures orthogonal to bedding); locally 2:58 -

moderate to strong bioturbation, strong HCI reaction (Upper Blackford Formation-Unit A) 1:56 -

- (continued) 589.5 219.1 218.1ft: BJ, 30°, PS, PO, B, II 5.0 2:55 (5.0) (4.6) Run 45 -

  • - 219.8ft: BJ, 30°, PS, T, B, II L3 3:05 100% 92% -

2:38 -

2:25 *-

-~5,§_---------------------------------- __2~.0 584.5 224.1 1.1 3:00 3:30 (1.1) (0.8) Run 46

~_ LIMESTONE (MICRITE), gray (10YR 6/1), strong, laminated to moderately bedded, locally nodular, fresh, interbedded with some, laminated to moderately bedded Calcareous

~

583.4 225.2 SILTSTONE, very dark gray (10YR 3/1) and very dusky red (10R 2.5/2), and few to little, very 2:27/0.1 100% 73% thin to thin chert beds, lenses, and nodules (multicolored-greenish gray, gray to dark gray, 3.9 Run 47 3:08 (3.9) (3.9) reddish brown, dusky red, and black, with calcite filled tensional fractures orthogonal to 3:11 100% 100% bedding); locally moderate to strong bioturbation, trace calcite filled pits, strong HCI reaction 3:42 223.7ft: BJ, 30°, PR, PO, C, II

_ 224.3,224.0ft: BJ, 30°, PS, T, B, II 579.5 229.1 2:29/0.9 5.0 3:41 (5.0) (5.0) Run 48 230.6,231.4,232.0,232.3ft: BJ, 30°, PS, T, B, II 3:26 100% 100%

3:31 3:26 3:54 -

574.5 234.1 5.0 4:49 (5.0) (5.0) Run 49 234.8,238.4ft: BJ, 30°, PS, T, B, II

~

4:08 100% 100%

2:21 2:38 3:32 -

569.5 239.1 5.0 2:47 (5.0) (5.0) Run 50 239.8,240.9,242.1 ,242.4ft: BJ, 30°, PS, T, B, II

~

2:28 100% 100%

3:09 2:25 3:03 -

564.5 244.1 5.0 3:12 (5.0) (5.0) Run 51 246.7ft: BJ, 30°, PS, T, B, II

~

2:31 100% 100%

3:35 3:19  ::-~11._---------------------------------- __2+/-7.4

- CALCAREOUS SILTSTONE, very dusky red (10R 3/3) to very dark gray (10YR 3/1), strong, 4:19 -

- laminated to moderately bedded, locally thickly bedded, fresh, interbedded with trace to little, 559.5 249.1 2:43 laminated to moderately bedded LIMESTONE (MICRITE), gray (10YR 6/1), and few to little, 5.0 (5.0) (5.0) Run 52 *-

  • - very thin to moderate chert beds, lenses, and nodules (multicolored-reddish brown, dusky red, 2:33 100% 100% -

- -* brownish gray, and gray, trace bright red jasperoid specks, with calcite filled tensional 2:26

  • - fractures orthogonal to bedding); locally moderate to strong bioturbation, trace calcite filled
  • - pits, strong HCI reaction 2:41 -

- -* 247.4,248.0ft: BJ, 30°, PS, T, B, II 3:20 -

- 252.9,253.4ft: BJ, 30°, PS, T-PO, C, II 554.5 254.1 5.0 2:54 (5.0) (5.0) Run 53 -*

  • - 255.1ft: BJ, 30°, PS, T, B, II 3:53 100% 100% -

257.6,258.0ft: BJ, 30°, PS-US, T, B, II 3:03 -*

3:41 *-

4:11 -

549.5 259.1 5.0 3:45 (5.0) (5.0) Run 54 - -* 260.0ft: BJ, 25°, US, PO, B, II 3:50 100% 100% -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-362 of 706

ame GEOTECHNICAL CORING LOG SHEET 6 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.: MP-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1) Inclination: Vertical GROUND ELEV.: 808.6 ft (NAVD88) NORTHING: 571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)

DATE STARTED: 7/20/13 COMPLETED: 7/25/13 ICASING DEPTH: 24.5 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 3:30 -

CALCAREOUS SILTSTONE, very dusky red (10R 3/3) to very dark gray (10YR 3/1), strong, 3:12

  • - laminated to moderately bedded, locally thickly bedded, fresh, interbedded with trace to little,
  • - laminated to moderately bedded LIMESTONE (MICRITE), gray (10YR 6/1), and few to little, 3:50 -

-c-...c.- very thin to moderate chert beds, lenses, and nodules (multicolored-reddish brown, dusky red, 544.5 264.1 5.0 3:11 (5.0) (4.6) Run 55 -

brownish gray, and gray, trace bright red jasperoid specks, with calcite filled tensional 100% 92%

- fractures orthogonal to bedding); locally moderate to strong bioturbation, trace calcite filled 4:08 -

pits, strong HCI reaction (continued) 3:46

  • - 265.3,265.6,265.7ft: BJ, 30°, PS, T-PO, B, II 3:29 -

3:47 -

-539.5 539.5 269.1 269.1 Boring and coring terminated at 269.1 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-363 of 706

BORING r't P- 1.'"A BOX ---"'----

4.'tQ__(ft)

P.AI...,q, t4.q' St.\\, s.o f!QGI'I BORING '1F* h.9 ~ ~

~ 10: _. . . 1- $"Go; * ~0{~1.') .l.."!, ( l.IG:.t.\

OEPTH__..!!,! o_(lt)TO ~~~~~

~ ------~------------------------~,~

R"" 11. ,

""' ll ' r..~.!- 7Y.I I Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-364 of 706

MP-219A- Boxes 5 and 6 UNCr r.l fR SMR PIWJECT P,.," 18, q,. \* 0.~ \ , 'i.O '""* > "e ('H>t)

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IJ()~tN(4 MV*1'!J(.~- ,01 J ' . -

  • 111 iJfl' UD .. .,.t}Tjl ~ ~* ;Tf Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-365 of 706

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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-366 of 706

IJCIRING : -t'l!?=.l.'l'l !lOX !L-

?£1'1H ~ fti)Hl -~ill) c.' 7'Vf**) f\. ,~ .. ')

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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-367 of 706

MP-219A- Box 17 AMEC PIWJECT (itl(i/1 13 11J72

!30/liNG I>IP* u~e 130X __JL__

DEI'TH ..S"-' (fl} TO :t.&q 1 (II) ( "'l't:>)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-368 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-220 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.2 ft (NAVD88) NORTHING: 571,147 US ft (NAD83) EASTING: 2,448,232 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.3 ft ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (163745)

DATE STARTED: 7/19/13 I coMPLETED: 7/22/131HoLE DIA.: 4" ICASING DEPTH: 23.7ft 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 813.2 Ground Surface 813.2 0.0 ts"I6.L u.u 8 14 8 SS-1 FILL: SILTY SAND (SM), light reddish brown (2.5Y 6/3),

22* medium dense, dry, fine to coarse sand, some low plasticity fine, trace fine gravel, strong HCI reaction 3

~ ~~ QLRESIDUAL soil: GraveilyLEANc'LAY (CL), reddiSh brown_ Q 1

809.6 3.6 3 2 3 ss- 2 ~ (5YR 5/3) to brown (7.5YR 5/3), medium stiff to soft, moist, 5 _ ~ low to moderate plasticity fines, little fine angular gravel, little 807.3 5.9 ~ fine to coarse sand, strong HCI reaction

-ill 2 1 3 8&3~

    • 805.2 8.0 804.6 8.6 f---o=-c---l~ .;;'_Lc:::l~--wEATHERED- ROCK -CALCAREOUS- siLTSTONE-,-*=

50/0.5 "5 SS-4 --=: sampled as CLAYEY GRAVEL (GC), light greenish gray

~Jl0:31, (5GY 6/2), very dense, moist, fine angular gravel, little ~OQ 802.3 10.9 ~ 'moderate plasticity fines, little fine to coarse sand, strong' 50/0.2 . 50/0:2 t-;s""scr-5-----t-~~ \tt~ ~a~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I

~ WEATHERED ROCK: CALCAREOUS SILTSTONE,

~ sampled as Sandy SILT (ML), reddish brown (2.5YR 5/4) 799.6 13.6 ~---c~--+-= -c."'-dl- and weak red (2.5YR 5/3- 10R 4/3), hard, dry, non-plastic to 5QI0,1 50/0.1 ss-6 ~ moderately plastic fines, little fine to coarse sand, few to little

~ fine angular gravel sized rock fragments, strong HCI reaction 797.4 15.8 f---o~---j::~

50/0.3 . 50/0:3

~ ~ 796.2 17.0

~ c---WEATHERED- ROCK-CALCAREOUS- siLTSTONE-,- =

794.7 18.5 ~ 1- sampled as SILTY GRAVEL (GM), greenish gray (10Y 5/1) 50/0.3 . 50/0,3 .......-os=s-~s__,___~ to weak red (2.5YR 4/2), very dense, dry to moist, fine gravel

-,
  • sized angular rock fragments, little low to moderate plasticity

~ fines, little fine to coarse angular sand, strong HCI reaction

~ ~

0 ~

~ 789.6 23.6 2;r-

..J 50/0.2 . 50/0,2 SS-9

~~ ~

~

~ ~

0 ~

~~7~84~.6~~2~8-~6~~~+----+----+-------------------------~~~~.,~~~~~~--5~~~~~~~----~------~~~--~~~2~8.7~

o 50/0.1  : ~ Soil drilling halted. Log continues on geotechnical coring log

~

~ 25.9 ft bgs, AM 7/21113 Observed water levels:

u""' 37.7 ft bgs, AM 7/22/13 d

~

1-C/o 0

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dL-----L---~~--~----~--~~------------------------------~--~--~~---------------------------------------------~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-369 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-220 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.2 ft (NAVD88) NORTHING: 571,147 US ft (NAD83) EASTING: 2,448,232 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/19/13 COMPLETED: 7/22113 ICASING DEPTH: 23.7 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@ 28.7 ft 784.5 28.7 2.6 6:00 (2.6) (1.3) Run 1 -

104.0 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), medium strong to strong, laminated to LO.

5:00 100% 50% -

  • - thinly bedded, locally with moderately bedded appearance, slightly weathered to fresh,
  • - interbedded with few to little, mostly laminated to thin, locally to moderately bedded, 781.9 31.3 3:00/0.6 -

LIMESTONE (WACKESTONE/MICRITE), bluish gray (5PB 6/1) to greenish gray (10Y 5/1);

5.0 6:15 (5.0) (3.6) Run 2

  • - mod. to strongly bioturbated, strong HCI reaction (Lincolnshire Formation-Fieanor 4:30 100% 72% -

- Member-Unit B) 5:00 *-

28.9,30.2,30.5ft: BJ, 30°, PS-PR, PO, B-K, 111-V

  • - 29.7ft: J, 80°, SR, PO, B, Ill 4:45 -

30.5ft: J, 50°, PR, PO, C, Ill 6:45

  • - 31.1-31.2ft: FZ, 30°, PS, P0-0, K, V 776.9 36.3 *-

31.4-31.5ft: FZ, 30°, PS, P0-0, K, V 5.0 5:00 (5.0) (4.8) Run 3 -

  • - 31.7,31.9,34.7,35.0,35.8,36.0,36.2ft: BJ, 30°, PS/US, T-0, B-C/K, II-III 6:30 100% 96% -

33.2,34.7ft: J, 60°, PR, PO, B/K,11-111

- 38.4,41.2ft: J, 60°, SR-PR, PO, C-B, Ill 8:00 -

40.6ft: BJ, 30°, PR, PO, C, IV 8:30 -

6:00 -

771.9 41.3 *-

5.0 6:15 (5.0) (4.7) Run 4 -

- 42.7,43.2,43.5,45.8ft: BJ, 30°, PR, PO-T, B, II-III 45.8ft: J, 60°, PR, T, B, II 7:30 100% 94% -

6:00 -

7:15 -

7:00 766.9 46.3 5.0 8:15 (5.0) (4.8) Run 5 -

48.6ft: J, 60°, PR, PO, B, II 4:15 100% 96% - -*

49.5,49.8ft: BJ, 30°, PR, P0-0, C-F, 111-V 6:15 -

8:15 -

8:00 -

761.9 51.3 -*

5.0 8:00 (5.0) (4.8) Run 6 -

51.7,51.9,54.2ft: BJ, 30-40°, PS-PR, PO, B-D, II-IV 5:00 100% 96% -

- 53.5ft: J, 50°, PR, PO, B, Ill 5:30 -

6:15 -

5:15 -

756.9 56.3 -*

5.0 5:30 (5.0) (4.2) Run 7 -

  • - 57.7,59.9,60.8,61.0,61.1ft: BJ, 30°, URIPR-PS, PO, B-C, II-III 7:30 100% 84% -

- 57.9,59.9ft: J, 60°, PR, PO, B,11-111, with calcite min.

L2-34 -

9:15 -

8:15 -*

9:15 -

751.9 61.3 5.0 5:30 (5.0) (5.0) Run 8

  • - 64.9ft: J, 60°, PR, PO, B, Ill 4:45 100% 100% -

5:45 -

5:45 -*

6:00 -

746.9 66.3 -*

5.0 6:30 (5.0) (5.0) Run 9

  • - 68.8,70.9ft: J, 60°, PR, PO, B-C, Ill 4:45 100% 100% -

70.3,71.0ft: BJ, 30°, PR-SL, PO, B, II 4:30 -

4:45 *-

8:00 -

741.9 71.3 *-

5.0 7:00 (5.0) (4.7) Run 10 - -* 72.0,72.8,73.6,75.8ft: BJ, 30°, SRIPRIPS, PO, B, II-III 7:00 100% 94% -

  • - 75.9,76.0ft: J, 70°, PR, PO, B, II 5:15 -*

L2 *-

7:15 -

7:00 -*

736.9 76.3 *-

5.0 5:45 (5.0) (5.0) Run 11 -

- 78.7,79.8ft: BJ, 30°, PR, PO, B-C, II Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-370 of 706

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