ML19030A649

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 681-689
ML19030A649
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: ML19030A649 (9)
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Text

BORING Ill\ R1Zg BOX 13

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DfPTH~_III} I O 2 }0 ~Ill)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-681 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: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/L. Miller Boring Orientation BORING NO.: MP-429 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 796.0 ft (NAVD88) NORTHING: 569,976 US ft (NAD83) EASTING: 2,448,591 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 199.2 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 9/25/13 I COMPLETED: 9/271131 HOLE DIA.: 4" ICASING DEPTH: 31.0ft 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 796.0 Ground Surface 796.0 0.0 f~b.U u.u 6 11 9 28 SS-1

    • I-FILL: WELL GRADED GRAVEL with Silt and Sand (GW-GM), dark reddish gray (5YR 4/2), strong brown (7.5YR 793.7 2.3 4/6), and gray (10YR 5/1) to dark grayish brown (10YR 4/2),

ss:2 **

6 6 4 mottled, medium dense to loose, dry to moist, fine to coarse 10 gravel, little fine to coarse sand, few low plasticity fines, few

-* tz_91 _5 to trace organics/roots, strong HCI reaction _

45 791.1 4.9 ~ ~-----------------------*~

RESIDUAL SOIL: CLAYEY GRAVEL with Sand (GC), brown 8 5 3 SS-3

.* 8.

~ 1-(10YR 5/3), strong brown (7.5YR 4/6), and dark gray (10Y 4/1), mottled, loose, moist, fine to coarse gravel sized

~~

788.7 7.3 angular rock fragments, little low to moderate plasticity fines, 6 SS-4 little fine to coarse sand, strong HCI reaction

.18 7.3ft: As above to dark reddish gray (5YR 4/2), dark gray (10YR 4/1), and strong brown (7.5YR 4/6), mottled, medium 786.1 9.9 dense 5 SS-5 9.9ft: As above to very loose, trace organics

3. I-

~

784.0 12.0 783.6 12.4 r---RESIDUAL soiL: LEAN cLAYwitil Gravel (cL), browniSh--"'

f2~

3 5 9 ~

yellow (10YR 6/6), strong brown (7.5YR 5/6), and dusky red 14

- (2.5YR 3/2), mottled, stiff, moist, low to moderate plasticity 781 0_ fines, little fine to coarse gravel sized angular rock 15 _0 780.8 15.2

{#

)fragments, trace fine to coarse sand, no to strong HCif--~

3 2 2 SS-7

. ~ 4. 1- l!:e~c!!9'2J~~-2._t~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J

{#

- RESIDUAL SOIL: LEAN CLAY (CL), brownish yellow (10YR 6/6), strong brown (7.5YR 4/6), light yellowish brown (2.5Y

{#

6/4), and dark reddish gray (5YR 4/2), mottled, soft to 776.8 19.2 medium stiff, moist, low to moderate plasticity fines, few fine

{#

2 3 3 ~ to coarse gravel sized angular rock fragments, trace fine to I{#{#

0 coarse sand, trace black nodules, no HCI reaction (PP=0.75

- 1- tsf)

. .. . .... . .... . .... ~~---------------------22Q RESIDUAL SOIL: Gravelly LEAN CLAY with Sand (CL), light

........ . .... . ...... olive brown (2.5Y 5/4), grayish olive (10Y 5/2), and brown 771.8 24.2 ..... . .... . ......... (7.5YR 4/2), mottled, stiff, moist, low to moderate plasticity 6 ----ss:g fines, little fine to coarse gravel sized angular rock fragments, little fine to coarse sand, trace organics, strong

~  : ,.*~

. . . . . . . . . . . . . .. . ... - 1- HCI reaction (PP=0.5 tsf) 769.0 r---WEATHERED- ROCK -CALCAREOUS- siLTSTONE-,-"'

sampled as SILTY GRAVEL with Sand (GM), dusky red 27.0 766.8 29.2 . . . . . . . . . . . . . . . . . . . (2.5YR 3/2), very dense, moist, fine to coarse gravel sized 50/0.2 50/0. SS-10 angular rock fragments, few to little low to moderate plasticity

~

?J 765 0

_ fines, little fine to coarse sand, strong HCI reaction 31.0 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

25.5 ft bgs, AM 9/26/13 70.6 ft bgs, AM 9/27113 1-1-

I-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-682 of 706

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/L. Miller Boring Orientation BORING NO.: MP-429 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 796.0 ft (NAVD88) NORTHING: 569,976 US ft (NAD83) EASTING: 2,448,591 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 199.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 9/25/13 COMPLETED: 9/27113 ICASING DEPTH: 31.0 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 @31.0ft 765.0 31.0 3.2 4:51 (2.6) (1.7) Run 1 -

IOO.U CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), weak to medium strong, laminated to .j, 2:17 81% 53% -

  • - moderately bedded, moderately to slightly weathered, interbedded with trace to few, laminated to very thin LIMESTONE (WACKESTONE); locally completely to highly 2:29 -

- weathered, trace calcite filled pits, strong HCI reaction (Bowen Formation-Unit F) 761.8 34.2 -

1:20/0.2 31.1 ,31.2,33.0,33.1 ,33.6,33.7,33.8,33.9ft: BJ, 30°, PS, P0-0, C, II-III 5.0 (4.2) (1.0) Run 2 *-

31.3-31.9ft: Highly weathered, 0.6' core loss 3:59 84% 20% -

33.6-34.0ft: FZ, 0-30°, PR-SR, T-0, C, Ill 1:45 -

1:58 -

  • - 34.2-34.7,35.3-35.6ft: FZ, 0-30°, PR-SR, PO-MO, C, Ill

- 758.4 34.5,35.0ft: BJ, 30°, PS, PO, B, Ill 2:34 35.3-37.6ft: Highly to completely weathered, 0.6' core loss r____R§_

756.8 39.2 5.0 4:17 5:22 (5.0) (2.4)

~ LIMESTONE (WACKESTONE/MICRITE) with few (PACKSTONE), gray (N 5/) to dark gray (N 4/) and bluish gray (5PB 5/1 ), weak to medium strong and strong, very thinly to

~

Run 3 moderately bedded, locally laminated, slightly weathered to fresh, fossiliferous, interbedded 7:37 100% 48%

with few to some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to

- dark greenish gray (10GY 4/1), mostly wispy/wavy to irregular and diffuse bedding, few 2:56 planar beds, and trace to few very thin irregular chert beds, lenses, and nodules (dark gray 2:24 to black); locally moderately weathered, slight bioturbation, trace calcite filled pits and vugs 2:37 (separate/non-touching), few calcite healed fractures, strong HCI reaction (Ben bolt 751.8 44.2 Formation-Unit E) 5.0 2:37 (5.0) (4.9)

~

Run 4 38.6-40.0ft: FZ, 0-30°, PR-SR, PO-MO, C, Ill 1:30 100% 98% 40.3,40.5,40.8,41.7,42.3,42.4,42.7,43.1 ,43.4,43.7ft: BJ, 30°, PR-UR, P0-0, C, Ill

- 44.4-44.5ft: FZ, 30°, PR, PO, D, Ill 1:46 47.1ft: SH, 30°, PL, T, B, II 1:51 2:27 746.8 49.2 5.0 2:01 (5.0) (5.0) 52.4ft: SH, 30°, PL, PO, C, II

~

Run 5 1:42 100% 100%

1:27 1:41 2:07 741.8 54.2

~

5.0 1:23 (5.0) (5.0) Run 6 57.5ft: J, 50°, SR, VT-T, A, I, with trace calcite 1:47 100% 100%

2:00 1:57 1:56 736.8 59.2 1:44 63.2,63.8ft: SH, 30°, PL, PO, B, II, with calcite

~

5.0 (5.0) (4.2) Run 7 1:42 100% 84% 63.3,63.9ft: J, 70°, PR, P0-0, C, Ill 1:42 1:47 1:40 731.8 64.2 5.0 2:05 (5.0) (4.6) Run 8 65.2,68.6,68.9ft: BJ, 30°, US, T-PO, B-C, II 1:52 100% 92%

2:06 1:47 1:52 726.8 69.2 5.0 1:29 (5.0) (5.0) Run 9 69.8ft: SH, 30°, PL, VT-T, A, II, with trace calcite 1:34 100% 100%

1:36 1:25 1:35 721.8 74.2 1:41 74.8ft: BJ, 30°, US, T, B, II

~

5.0 (5.0) (5.0) Run 10 1:21 100% 100% 75.4ft: SH, 30°, PL, T, B, II, with trace calcite 1:27 1:38 _ 7 1 _ 8 , § _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ 7J..5 1:38 716.8 79.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-683 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/L. Miller Boring Orientation BORING NO.: MP-429 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 796.0 ft (NAVD88) NORTHING: 569,976 US ft (NAD83) EASTING: 2,448,591 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 199.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 9/25/13 COMPLETED: 9/27113 ICASING DEPTH: 31.0 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 1:26 (5.0) (5.0) Run 11 LIMESTONE (MICRITE) with few (WACKESTONE), bluish gray (5PB 5/1) and dark gray (N

~

1:24 100% 100% 4/), to gray (N 5/) and grayish green (5G 5/2), strong, laminated to moderately bedded, fresh, 1:32 interbedded with few to little, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (1 OY 3/1) and greenish black (1 OY 2.5/1 ), mostly planar to wispy 1:22 and diffuse bedding; locally with trace to slight bioturbation, locally with trace fossils, locally 1:34 with trace stylolites, trace to few calcite filled pits and sparry calcite "bird eyes", strong HCI 711.8 84.2 reaction (continued) 5.0 1:21 (5.0) (5.0) Run 12 83.5ft: J, 70°, PR, VT, A, II, with trace calcite 1:12 100% 100% 86.2ft: SH, 30°, PL, VT-T, A, I, with trace calcite 1:19 1:29 1:42 706.8 89.2 5.0 1:24 (5.0) (5.0) Run 13

~

1:23 100% 100%

1:30 1:24 1:29 701.8 94.2 5.0 1:19 (5.0) (5.0) Run 14 97.7,98.2ft: SH, 30°, PL, VT-T, A, II, with trace calcite and pyrite

~

1:29 100% 100%

1:32 1:48 1:43 696.8 99.2 5.0 1:30 (5.0) (5.0) Run 15 103.0ft: J, 60°, PR, VT, B, II, with trace calcite

~

1:32 100% 100% 103.5ft: SH, 30°, PL, VT, A, I, intact with calcite

- 104.2ft: SH, 30°, PL, VT-T, A, I, with trace calcite 1:25 1:05 1:36 691.8 104.2 5.0 1:30 (5.0) (5.0) Run 16 104.5ft: J, 45°, PR, VT, A, I, intact with calcite 100% 100% 105.8ft: SH, 30°, PL, VT, A, I, intact with calcite 1:20 1:32 1:34 1:25 686.8 109.2 686.8 109.2 5.0 1:40 (5.0) (5.0) Run 17 LIMESTONE (MICRITE) with trace (WACKESTONE), gray (N 5/) to dark gray (N 4/), strong,

~

1:34 100% 100% laminated to moderately bedded, fresh, interbedded with little to some, laminated to very thin

- Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (5GY 3/1) and 1:18 greenish black (5GY 2.5/1 ), wispy and diffuse bedding; slightly argillaceous, slight to moderate 1:20 bioturbation with sparry calcite "bird eyes" and calcite filled pits through-out (fenestral), trace to few fossils locally, strong HCI reaction 1:17 681.8 114.2 5.0 2:35 (5.0) (5.0) Run 18

~

1:36 100% 100%

1:48 1:46 1:46 676.8 119.2 5.0 1:55 (5.0) (5.0) Run 19 119.9ft: SH, 30°, PL, VT-T, B, I, with trace calcite 100% 100%

1:59 1:56 1:50 2:00 671.8 124.2 5.0 1:48 (5.0) (5.0) Run 20 126.1ft: SH, 30°, PL, VT-T, B, I, with trace calcite 2:15 100% 100% 128.6ft: J, 60°, PS, VT-T, A, I 1:36 1:20 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-684 of 706

ame GEOTECHNICAL CORING LOG SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/L. Miller Boring Orientation BORING NO.: MP-429 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 796.0 ft (NAVD88) NORTHING: 569,976 US ft (NAD83) EASTING: 2,448,591 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 199.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 9/25/13 COMPLETED: 9/27113 ICASING DEPTH: 31.0 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 1:45 LIMESTONE (MICRITE) with trace (WACKESTONE), gray (N 5/) to dark gray (N 4/), strong, 666.8 129.2 ~ laminated to moderately bedded, fresh, interbedded with little to some, laminated to very thin 5.0 1:45 (5.0) (5.0) Run 21 100% 100% Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (5GY 3/1) and 1:33 greenish black (5GY 2.5/1 ), wispy and diffuse bedding; slightly argillaceous, slight to moderate 1:23 bioturbation with sparry calcite "bird eyes" and calcite filled pits through-out (fenestral), trace to few fossils locally, strong HCI reaction (continued) 1:24 1:52 661.8 134.2 5.0 1:50 (5.0) (5.0) Run 22 134.6ft: J, 50°, PR-SR, T, A, I, with trace calcite 1:12 100% 100%

1:28 1:31 1:47 656.8 139.2 656.8 139.2 5.0 1:45 (5.0) (5.0) Run 23 -

  • - CALCAREOUS SILTSTONE, very dark gray (N 3/) to very dark greenish gray (10GY 3/1) and 1:20 100% 100% -

- greenish black (5GY 2.5/1 ), strong, laminated to very thinly bedded, fresh, interbedded with

- some, laminated to very thin LIMESTONE (MICRITE) and trace (WACKESTONE), mostly 1:27 -

- planar to wispy and diffuse bedding, and trace very thin chert nodules (black); moderate 1:26 -*

bioturbation with little soft sediment deformation and disturbed bedding, trace calcite filled pits,

  • - strong HCI reaction 1:44 -

651.8 144.2 -

5.0 1:49 (5.0) (4.9) Run 24 -

  • - 147.3,147.6ft: SH, 50°, PL, VT, A, I, intact with calcite 1:33 100% 98% -

1:27 -

1:09

_ I3+/-.8Q_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1<t§.O 646.8 149.2 5.0 1:33 1:33 (5.0) (4.7) iS LIMESTONE (MICRITE) with few to little (WACKESTONE/PACKSTONE), bluish gray (5PB 5/1) to gray (N 5/) and dark gray (N 4/), strong, very thinly to moderately bedded, locally

~

Run 25 laminated, fresh, interbedded with few to little, locally to some, laminated to thin Calcareous 1:23 100% 94% SILTSTONE, very dark gray (N 3/), few planar to mostly wavy and irregular bedding; locally

- fossiliferous in WACKESTONE/PACKSTONE beds, trace to few calcite filled pits and vugs 1:36 (separate/non-touching), locally with few calcite healed fractures, locally with trace very thin to 1:52 thin chert beds, lenses, and nodules (dark gray to black), strong HCI reaction 148.6,149.1ft: SH, 50° and 30°, PL, VT-T, A, I, with calcite 2:15 641.8 154.2 151.1,152.1ft: SH, 30°, PL, VT-T, A, I, with trace calcite 5.0 1:40 (5.0) (5.0) Run 26 153.7ft: SH, 30°, P0-0, F, II

~

1:47 100% 100% 154.6,156.5,158.5ft: SH, 30°, PL, VT-T, A, I, with calcite 1:49 1:20 1:23 636.8 159.2 1:53 159.4,159.6ft: SH, 30°, PL, VT, A, I, with trace calcite

~

5.0 (5.0) (4.8) Run 27 1:20 100% 96%

1:13 1:18 1:21 631.8 164.2 5.0 1:26 (5.0) (5.0)

~

Run 28 1:28 100% 100%

1:21 1:26 1:40 626.8 169.2 1:34

~

5.0 (5.0) (5.0) Run 29 173.0-174.1ft: SH, 30°, PL, VT, A, I, with calcite 1:17 100% 100%

1:15 1:09 1:35 621.8 174.2 1:16

~

5.0 (5.0) (5.0) Run 30 1:13 100% 100%

1:17 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-685 of 706

ame GEOTECHNICAL CORING LOG SHEET 4 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/L. Miller Boring Orientation BORING NO.: MP-429 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 796.0 ft (NAVD88) NORTHING: 569,976 US ft (NAD83) EASTING: 2,448,591 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 199.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 9/25/13 COMPLETED: 9/27113 ICASING DEPTH: 31.0 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) with few to little (WACKESTONE/PACKSTONE), bluish gray (5PB

~

1:09 5/1) to gray (N 5/) and dark gray (N 4/), strong, very thinly to moderately bedded, locally 1:30 laminated, fresh, interbedded with few to little, locally to some, laminated to thin Calcareous 616.8 179.2 5.0 1:37 (5.0) (5.0) SILTSTONE, very dark gray (N 3/), few planar to mostly wavy and irregular bedding; locally

~

Run 31 100% 100% fossiliferous in WACKESTONE/PACKSTONE beds, trace to few calcite filled pits and vugs 1:39 (separate/non-touching), locally with few calcite healed fractures, locally with trace very thin to 1:20 thin chert beds, lenses, and nodules (dark gray to black), strong HCI reaction (continued) 181.1,181.8,184.1ft: SH, 30°, PL, VT-T, A, I, with trace calcite 1:16 1:25 611.8 184.2 5.0 1:23 (5.0) (5.0) 188.1ft: SH, 30°, PL, VT-T, A, I, with calcite

~

Run 32 1:25 100% 100% 188.1ft: BJ, 30°, PR, T, B, II 1:31 1:16 1:33 606.8 189.2 5.0 1:24 (5.0) (5.0) Run 33 1:21 100% 100%

1:20 1:34 1:27 601.8 194.2 5.0 1:33 (5.0) (5.0) 197.5ft: SH, 30°, PL, VT-T, A, I, with trace calcite

~

Run 34 1:15 100% 100% 198.8ft: J, 50°, PR, T, B, II, with calcite 1:19 1:21 1:47 596.8 199.2 596.8 199.2 Boring and coring terminated at 199.2 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-686 of 706

CLINCH JWFI? SYR 14MEC PROJ, CT ll68 13 1072 MOl~INu f4 P*'-Il'i ~OX ~

DEPTH U, q.3:._,tt) TO _2 '/. 2 (It)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-687 of 706

MP-429 -Boxes 5 and 6 CLINCH RIVE I~ SMI~ PIWJECT

  • f)

AME PROJiCT 6d68131n72 l1_1_* -~'12'(<-c) S.o'(*vo'<'. *(.f.\

1 80/~ING IV, 1- 1' I ~\JX l I 1\P- -11'1.2 (so)-56(tq*'f.)S.o(1 J<>'f.,

DEPTH /0~:? ft)TO 11'1 .2 MP-429 -Boxes 7 and 8 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-688 of 706

MP-429 -Boxes 9 and 10 CLINCH RIVER Ml? PROJECT AMEC PROJ,I'T lidfifl 13 lOlL MP-429- Boxes 11 and 12 CLINCH RIVER SMI~ PROJECT AMfC PIWJiC.I b4b!j IJ-:_1~

80RIN fol P-4Z'1 BOA Iz Jlfll/i'V<> ---

'JEPTH _tl!f.""rz (rt)TO {11.2 (ft) n:>

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-689 of 706

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