ML19030A649
| 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) | |
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
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-429 DRILL METHOD: Mud Rotary/Core COUNTY:
GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: N. Smith DRILLER: G. Akins/L. Miller Boring Orientation 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 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 9/25/13 I COMPLETED: 9/271131 HOLE DIA.: 4" I CASING DEPTH: 31.0ft I coRE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.
(ft) 796.0 f~b.U 793.7 791.1 788.7 786.1 783.6 780.8 776.8 771.8 766.8 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 100 Ground Surface u.u 6
11 9
28 2.3 6
6 4
10 4.9 8
5 3
.* 8.
7.3 6-1--12-.18 9.9 5-1--1-3.
12.4 3
5 9
14 15.2 3
2 2
. ~ 4.
19.2 2
3 3
0 24.2 6-1--5-....................
. ~.*...* :....... : *...*...*...*...*...*...*.*,.*~
29.2 50/0.2 50/0.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-682 of 706 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G 796.0 0.0 SS-1
- FILL: WELL GRADED GRAVEL with Silt and Sand
- I-(GW-GM), dark reddish gray (5YR 4/2), strong brown (7.5YR
ss:2 **
4/6), and gray (10YR 5/1) to dark grayish brown (10YR 4/2),
mottled, medium dense to loose, dry to moist, fine to coarse gravel, little fine to coarse sand, few low plasticity fines, few
-* tz_91 _5 to trace organics/roots, strong HCI reaction 4_5
~ ~-----------------------*~
SS-3
~
RESIDUAL SOIL: CLAYEY GRAVEL with Sand (GC), brown (10YR 5/3), strong brown (7.5YR 4/6), and dark gray (10Y 1-4/1), mottled, loose, moist, fine to coarse gravel sized
~
angular rock fragments, little low to moderate plasticity fines, SS-4 little fine to coarse sand, strong HCI reaction 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
~
dense SS-5 9.9ft: As above to very loose, trace organics I-
~
784.0 12.0
~
r---RESIDUAL soiL: LEAN cLAYwitil Gravel (cL), browniSh--"'
yellow (10YR 6/6), strong brown (7.5YR 5/6), and dusky red f2 (2.5YR 3/2), mottled, stiff, moist, low to moderate plasticity
~
781 _0 fines, little fine to coarse gravel sized angular rock 15_0 SS-7
)fragments, trace fine to coarse sand, no to strong HCif--~
{#
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
~
{#
medium stiff, moist, low to moderate plasticity fines, few fine to coarse gravel sized angular rock fragments, trace fine to
{#
coarse sand, trace black nodules, no HCI reaction (PP=0.75 1-tsf)
I
~~---------------------22Q RESIDUAL SOIL: Gravelly LEAN CLAY with Sand (CL), light olive brown (2.5Y 5/4), grayish olive (10Y 5/2), and brown
ss:g {#
(7.5YR 4/2), mottled, stiff, moist, low to moderate plasticity 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 27.0 r---WEATHERED-ROCK -CALCAREOUS-siLTSTONE-, -"'
sampled as SILTY GRAVEL with Sand (GM), dusky red (2.5YR 3/2), very dense, moist, fine to coarse gravel sized 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-
a me 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 I CASING DEPTH: 31.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
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 81%
53%
moderately bedded, moderately to slightly weathered, interbedded with trace to few, 2:17 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 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 1:20/0.2 (4.2)
(1.0)
Run 2 31.3-31.9ft: Highly weathered, 0.6' core loss 3:59 84%
20%
1:45 33.6-34.0ft: FZ, 0-30°, PR-SR, T-0, C, Ill 34.2-34.7,35.3-35.6ft: FZ, 0-30°, PR-SR, PO-MO, C, Ill 1:58
.j, 34.5,35.0ft: BJ, 30°, PS, PO, B, Ill 758.4 r____R§_
2:34
~
35.3-37.6ft: Highly to completely weathered, 0.6' core loss 756.8 751.8 746.8 741.8 736.8 731.8 726.8 721.8 716.8 39.2 4:17 LIMESTONE (WACKESTONE/MICRITE) with few (PACKSTONE), gray (N 5/) to dark gray 5.0 5:22 (5.0)
(2.4)
Run 3
~
(N 4/) and bluish gray (5PB 5/1 ), weak to medium strong and strong, very thinly to 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 2:24 planar beds, and trace to few very thin irregular chert beds, lenses, and nodules (dark gray 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 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 49.2 2:27 5.0 2:01 (5.0)
(5.0)
Run 5
~
52.4ft: SH, 30°, PL, PO, C, II 1:42 100% 100%
1:27 1:41 54.2 2:07 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 59.2 1:56 5.0 1:44 (5.0)
(4.2)
Run 7
~
63.2,63.8ft: SH, 30°, PL, PO, B, II, with calcite 1:42 100% 84%
63.3,63.9ft: J, 70°, PR, P0-0, C, Ill 1:42 1:47 64.2 1:40 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 69.2 1:52 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 74.2 1:35 5.0 1:41 (5.0)
(5.0)
Run 10 74.8ft: BJ, 30°, US, T, B, II 1:21 100% 100%
75.4ft: SH, 30°, PL, T, B, II, with trace calcite 1:27 1:38
~
_71_8,§_---------------------------------- __ 7J..5 79.2 1:38 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-683 of 706
GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 31.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV.
DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
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 1:22 3/) to very dark greenish gray (1 OY 3/1) and greenish black (1 OY 2.5/1 ), mostly planar to wispy and diffuse bedding; locally with trace to slight bioturbation, locally with trace fossils, locally 711.8 84.2 1:34 with trace stylolites, trace to few calcite filled pits and sparry calcite "bird eyes", strong HCI 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 1:29 706.8 89.2 1:42 5.0 1:24 (5.0)
(5.0)
Run 13
~
1:23 100% 100%
1:30 1:24 701.8 94.2 1:29 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 1:48 696.8 99.2 1:43 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 1:05 691.8 104.2 1:36 5.0 1:30 (5.0)
(5.0)
Run 16 104.5ft: J, 45°, PR, VT, A, I, intact with calcite 1:20 100% 100%
105.8ft: SH, 30°, PL, VT, A, I, intact with calcite 1:32 1:34 686.8 109.2 1:25 686.8 109.2 681.8 676.8 671.8 5.0 1:40 (5.0)
(5.0)
Run 17
~
1:34 100% 100%
1:18 1:20 1:17 114.2 5.0 2:35 (5.0)
(5.0)
Run 18
~
1:36 100% 100%
1:48 1:46 119.2 1:46 5.0 1:55 (5.0)
(5.0)
Run 19 1:59 100% 100%
1:56 1:50 124.2 2:00 5.0 1:48 (5.0)
(5.0)
Run 20 :
2:15 100% 100%
1:36 1:20 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-684 of 706 LIMESTONE (MICRITE) with trace (WACKESTONE), gray (N 5/) to dark gray (N 4/), strong, 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 greenish black (5GY 2.5/1 ), wispy and diffuse bedding; slightly argillaceous, slight to moderate bioturbation with sparry calcite "bird eyes" and calcite filled pits through-out (fenestral), trace to few fossils locally, strong HCI reaction 119.9ft: SH, 30°, PL, VT-T, B, I, with trace calcite 126.1ft: SH, 30°, PL, VT-T, B, I, with trace calcite 128.6ft: J, 60°, PS, VT-T, A, I
GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 31.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 666.8 129.2 1:45
~
LIMESTONE (MICRITE) with trace (WACKESTONE), gray (N 5/) to dark gray (N 4/), strong, 5.0 1:45 (5.0)
(5.0)
Run 21 laminated to moderately bedded, fresh, interbedded with little to some, laminated to very thin 1:33 100% 100%
Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (5GY 3/1) and 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 1:24 few fossils locally, strong HCI reaction (continued) 661.8 134.2 1:52 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 1:31 656.8 139.2 1:47 656.8 139.2 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 100% 100%
greenish black (5GY 2.5/1 ), strong, laminated to very thinly bedded, fresh, interbedded with 1:20 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 bioturbation with little soft sediment deformation and disturbed bedding, trace calcite filled pits, 1:26 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 100% 98%
1:33 1:27 1:09
_ I3+/-.8Q_ ____________________________________
1<t§.O 646.8 149.2 1:33 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 5.0 1:33 (5.0)
(4.7)
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 1:36 fossiliferous in WACKESTONE/PACKSTONE beds, trace to few calcite filled pits and vugs (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 2:15 148.6,149.1ft: SH, 50° and 30°, PL, VT-T, A, I, with calcite 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 1:20 636.8 159.2 1:23 5.0 1:53 (5.0)
(4.8)
Run 27
~
159.4,159.6ft: SH, 30°, PL, VT, A, I, with trace calcite 1:20 100% 96%
1:13 1:18 631.8 164.2 1:21 5.0 1:26 (5.0)
(5.0)
Run 28
~
1:28 100% 100%
1:21 1:26 626.8 169.2 1:40 5.0 1:34 (5.0)
(5.0)
Run 29
~
173.0-174.1ft: SH, 30°, PL, VT, A, I, with calcite 1:17 100% 100%
1:15 1:09 621.8 174.2 1:35 5.0 1:16 (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
GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 31.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 1:09
~
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 616.8 179.2 1:30 laminated, fresh, interbedded with few to little, locally to some, laminated to thin Calcareous 5.0 1:37 (5.0)
(5.0)
Run 31
~
SILTSTONE, very dark gray (N 3/), few planar to mostly wavy and irregular bedding; locally 1:39 100% 100%
fossiliferous in WACKESTONE/PACKSTONE beds, trace to few calcite filled pits and vugs (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) 1:16 181.1,181.8,184.1ft: SH, 30°, PL, VT-T, A, I, with trace calcite 611.8 184.2 1:25 5.0 1:23 (5.0)
(5.0)
Run 32
~
188.1ft: SH, 30°, PL, VT-T, A, I, with calcite 1:25 100% 100%
188.1ft: BJ, 30°, PR, T, B, II 1:31 1:16 606.8 189.2 1:33 5.0 1:24 (5.0)
(5.0)
Run 33 :
1:21 100% 100%
1:20 1:34 601.8 194.2 1:27 5.0 1:33 (5.0)
(5.0)
Run 34
~
197.5ft: SH, 30°, PL, VT-T, A, I, with trace calcite 1:15 100% 100%
198.8ft: J, 50°, PR, T, B, II, with calcite 1:19 1:21 596.8 199.2 1:47 596.8 Boring and coring terminated at 199.2 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-686 of 706 199.2
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 AME PROJiCT 6d68131n72 80/~ING IV, 1-11' I
~\\JX l - --
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
- f) l1_1 _* -~'12'(<-c) S.o'(*vo'<'.
- (.f.\\
I 1\\P- -11'1.2 (so)-56(tq*'f.)S.o(1J<>'f.,
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 I z 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