ML18003A551
| ML18003A551 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 12/15/2017 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1 | |
| Download: ML18003A551 (8) | |
Text
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: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-206 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,964 US ft (NAD83) EASTING: 2,448,026 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/24/13 COMPLETED: 7/5/13 I CASING DEPTH: 18.1 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 @ 13.8 ft 798.0 13.8 2.8 4:00 (2.5)
(1.4)
Run 1 I~O.U CALCAREOUS SILTSTONE, reddish brown (2.5YR 3/4), weak to medium strong, 89%
50%
laminated to very thinly bedded, locally with moderately to thickly bedded appearance, 3:15 moderately to slightly weathered, interbedded with trace to few, laminated to very thin 795.2 16.6 2:00/0.8 LIMESTONE (MICRITE/WACKESTONE),
bluish gray (58 5/1); moderate to strong 5.0 4:15 (4.5)
(2.8)
Run 2 bioturbation, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 90%
56%
13.9,14.0,14.8,15.4,15.6,15.9ft: BJ, 40°, PR, PO, B-C, F,11-111 3:00 14.3ft: J, 30°, PR, PO, D, Ill 4:30 16.1-16.3ft: FZ, 20°, PR, 0, G, IV 3:15 16.6ft: No circulation 16.6-16.8ft: FZ, 40°, PR, 0, G, IV 3:00 790.2 21.6 17.2,17.3,18.1,18.5,18.6ft: BJ, 30-40°, PS, T-PO, B-C,11-111 5.0 3:00 (5.0)
(3.8)
Run 3 18.8-19.4ft: FZ, SR, P0-0, J, V, with intersecting J, 40° and 50° 100% 76%
20.2ft: J, 50°, PR, T-PO, C, Ill 2:00 20.3ft: BJ, 30°, UR, PO, D, Ill 2:00 20.9ft: J, 30°, PR, 0, C, Ill 21.0ft: BJ, 40°, UR, 0, B, II 2:30 22.1ft: FZ, 10°, SR, 0, D, V 3:00 23.0,24.5,24.7,26.0ft: J, 10-20°, SR-PR-UR, T-PO, B-C,11-111 785.2 26.6 5.0 4:00 (5.0)
(2.9)
Run 4 26.0-26.6ft: FZ, 50-60°, PR, PO, B-C,11-111, spaced at about 0.1'
~ 7§.41_ I 27.0,27.1,27.2ft: J, 10-20°, PS-PR, PO, B-C, II-III 100% 58%
~
2:00 I
~7_,_3~7~ft:_B_.J, :3()0.,S_13,_I,_§,_II_ ______________________
2:15 CALCAREOUS SILTSTONE, reddish brown (2.5YR 3/4) grading to greenish black (10Y 2.5/1 ), weak to medium strong, laminated to very thinly bedded, slightly weathered to fresh, 2:30 interbedded with little to some, laminated to thin LIMESTONE (MICRITE/WACKESTONE),
3:00 greenish gray (1 OYR 5/1 ); moderate bioturbation, strong HCI reaction 780.2 31.6 5.0 3:45 (4.7)
(3.2)
Run 5 28.1,29.3,29.6,30.0,30.4,30.7,31.0ft: BJ, 30°, SR-PR-PS, T-PO, B-C-D, II-III 2:30 94%
64%
29.7ft: J, 60°, PR, PO, C, Ill 31.3-31.6ft: FZ, 30°, PO, C-G, IV 2:30 31.8-32.1ft: FZ, 30°, SR, 0, G, V 32.6ft: J, 20°, UR, PO, B, Ill 2:15 34.1ft: BJ, 30°, PR, T-PO, B, II 2:15 775.2 36.6 5.0 3:15 (5.0)
(2.7)
Run 6 37.3ft: FZ, 60°, UR, 0, C, V 100% 54%
38.0ft: BJ, 30°,PR, PO, C, Ill l.j,i 27.7 2:30
~7z.3J... ~313.:_5_ft:.J,_ 2()o~0_"::7_Cr,_£'~ !::P_(),~._II ______________________ ~.7 3:15
~
770.2 765.2 760.2 755.2 750.0 2:45 3:15 41.6 5.0 3:30 (5.0)
(4.4)
Run 7 100% 88%
2:15 2:15 2:15 2:30 46.6 5.0 4:00 (5.0)
(3.9)
Run 8 100% 78%
3:45 3:00 3:00 3:15 51.6 5.0 3:30 (5.0)
(4.7)
Run 9 100% 94%
2:45 2:30 2:30 3:15 56.6 5.2 4:00 (5.1)
(3.5)
Run 10 98%
67%
2:15 L2-18 3:15 3:00 3:00/1.2 61.8
'i 4:00 l'i
('i()\\
Run 11 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-259 of 706 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) with trace dark greenish gray (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with trace to little, laminated to thin LIMESTONE (MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) to greenish gray (10Y 5/1 ); moderate to strong bioturbation with horizontal and vertical burrows, strong HCI reaction 38.8-39.0ft: FZ, 30°, PR, PO, C, II 39.4,40.0,40.8,40.9,41.0ft: BJ, 30°,PR-UR-SS-PS, T-PO, B-C, II-III 40.3-40.5ft: FZ, 30°, PR, PO, B-C, III-IV 41.1-41.6ft: FZ, 20-30°, SR, 0-MO, L, V 41.8ft: J, 50°, PS, T-PO, B, II 42.3,42.4ft: BJ, 30°, PS, T-PO, B, II-III 47.7ft: J, 70°, PR, PO, B, Ill 47.9,48.0,48.4,48.9-49.0ft: BJ, 30°, PR-PS, T-PO, B-C,11-111 48.9ft: J, 25°, UR, T, B, II 51.0ft: FZ, SR, PO, H, IV 51.2ft: BJ, 30°, PR, PO, B, Ill 51.7,52.9ft: BJ, 30°, PS, T-PO, B, II 54.3ft: J, 80°, UR, PO, B, II 56.4,56.6,56.7ft: BJ, 30°, PS, T-PO, B-C, II 57.1-57.3ft: FZ, 10-30°, PR, PO, B-C,11-111, with minor core loss 59.8,60.9ft: BJ, 30°, PS, T-PO, B, II 61.2ft: J, 60°, SR, T-PO, B, II
GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 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-206 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,964 US ft (NAD83) EASTING: 2,448,026 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/24/13 COMPLETED: 7/5/13 I CASING DEPTH: 18.1 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 100% 100%
CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) with trace dark greenish gray 2:45 (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with moderately to 2:45 thickly bedded fresh, interbedded with trace to little, laminated to thin appearance, LIMESTONE (MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) to greenish gray (10Y 2:45 5/1 ); moderate to strong bioturbation with horizontal and vertical burrows, strong HCI reaction 2:45 (continued) 745.0 66.8 5.0 4:00 (5.0)
(4.7)
Run 12 63.7ft: BJ, 30°, US, T-PO, B, II 100% 94%
64.4ft: J, 60°, PR, T-PO, B, II 3:00 66.9,69.4,70.3ft: BJ, 30°, SR-PR-PS, T-PO, B-C, II 3:15 68.4ft: J, 70°, UR, T-PO, B, II 3:00 3:30 740.0 71.8 5.0 4:30 (5.0)
(4.6)
Run 13 71.8-72.0ft: FZ, PR, PO, D, IV 100% 92%
72.2,73.5,74.0,74.4ft: BJ, 30°, PS-PR, T-PO, B, II 3:30 73.6ft: J, 60°, PS, PO, B-C, Ill, with calcite 2:45 75.1ft: BJ, 30°, 0, H, V 72.2-74.1ft: As above with LIMESTONE (MICRITE), greenish gray (10Y 5/1), moderately 3:00 bedded, trace laminations of Calcareous SILTSTONE, dark greenish gray (10Y 4/1) 2:45 735.0 76.8 5.0 3:45 (5.0)
(4.1)
Run 14 77.8ft: J, 60°, PR, PO, B, II L2-19 100% 82%
78.6,79.2,79.5ft: BJ, 30°, PS, PO, B, II 3:15 78.6,79.0ft: J, 60°, PS-PR, PO, B, II 3:15 2:30 3:00 730.0 81.8 730.0 81.8 5.0 3:00 (5.0)
(5.0)
Run 15 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) grading rapidly to greenish 100% 100%
black (10Y 2.5/1) and very dark greenish gray (10Y 3/1), medium strong, laminated to very 3:30 thinly bedded, fresh, interbedded with little to laminated to thin LIMESTONE
- some, 3:00 (MICRITE/WACKESTONE), greenish gray (10Y 5/1), trace fossils; moderate to strong 3:00 bioturbation with few coarse vertical burrows, strong HCI reaction 84.3,85.7ft: BJ, 30°, PS, T-PO, B, II 2:45 725.0 86.8 85.0ft: J, 60°, PR, PO, C, Ill 5.0 3:45 (5.0)
(4.8)
Run 16 89.0,89.1,90.0,90.3ft: BJ, 30°, PS-PR, T-PO, B, II-III 100% 96%
2:15 3:00 3:00 4:45 720.0 91.8 5.0 5:00 (5.0)
(4.2)
Run 17 92.0-92.2ft: FZ, 30-60°, SR, T-PO, B, II, with intersectiong J, 60° 100% 84%
93.0,93.2,96.3ft: BJ, 30°, PS, PO, B, II 3:00 93.0ft: J, 70°, SR, PO, B, Ill 2:45 94.2ft: J, 10°, PR, PO, C, IV 3:15 3:30 715.0 96.8 5.0 3:30 (5.0)
(5.0)
Run 18 100% 100%
2:30
~
_71_3,§_---------------------------------- -- ~.3 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) with trace dark greenish gray 2:30 (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded fresh, interbedded with trace to little, laminated to thin 2:45 appearance, LIMESTONE (MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) to greenish gray (10Y 3:15 710.0 101.8 5/1 ); moderate to strong bioturbation with horizontal and vertical burrows, strong HCI reaction 5.0 3:15 (5.0)
(4.2)
Run 19 103.4-104.3ft: FZ, PR, PO, K, II 100% 84%
104.7ft: BJ, 30°, PS, T-PO, B, II 2:30 104.9ft: J, 80°, PR, T-PO, B, Ill 2:45 3:30 3:45 705.0 106.8 5.0 3:15 (5.0)
(5.0)
Run 20 107.7,109.7,110.2,111.0ft: BJ, 25-30°, PR-PS, T, B, II 100% 100%
109.7,110.3,111.1ft: BJ, 40°, PS, PO, B, II 3:15 3:15 3:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-260 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 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-206 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,964 US ft (NAD83) EASTING: 2,448,026 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/24/13 COMPLETED: 7/5/13 I CASING DEPTH: 18.1 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 700.0 111.8 2:45 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) with trace dark greenish gray 5.0 4:00 (5.0)
(4.7)
Run 21 (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with moderately to 100% 94%
thickly bedded fresh, interbedded with trace to little, laminated to thin appearance, 3:15 LIMESTONE (MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) to greenish gray (10Y 3:15 5/1 ); moderate to strong bioturbation with horizontal and vertical burrows, strong HCI reaction (continued) 3:15 113.5,114.5,116.5ft: BJ, 25-30°, PS, T-PO, B, II 3:00 115.2ft: J, 75°, VT, PR, A, I 695.0 116.8 5.0 4:00 (5.0)
(4.1)
Run 22 117.8,118.7ft: BJ, 30°, PS, T-PO, B-C,11-111 100% 82%
118.0ft: J, 65°, PR, T-PO, B, II, spaced at about 0.05' 3:15 119.3,119.4,119.5,119.6,119.8ft: BJ, 25-30°, PR-PS, PO, B-C,11-111 3:15 3:45 3:45 690.0 121.8 5.0 4:00 (5.0)
(3.5)
Run 23 122.4ft: BJ, 30°, PL, T, C, II L2-20 100% 70%
2:45 688.3 123.5
~
3:30 LIMESTONE (MICRITE), very dark greenish gray (10Y 3/1) to very dark gray (10YR 3/1),
medium strong, very thinly to moderately bedded, slightly weathered to fresh, interbedded with 2:45 few laminated to very thin, mostly irregular and disturbed Calcareous SILTSTONE, dusky red 685.0 126.8 4:00 (7.5R 3/2); slight to moderate bioturbation, strong HCI reaction 5.0 4:00 (5.0)
(4.6)
Run 24
~
123.9,124.9,125.1,125.2,125.4,125.6,125.8,126.3,126.4ft: BJ, 30°, PR-PS, T-PO, B-K,11-111 100% 92%
L2-21
_ ~31_ I 127.3,127.4,127.5,127.6,127.7,128.1ft: BJ, 30°, PS-PR, T-PO, B, II-IV 128.1 3:15 I --
124.3ft: J, 40°, PR, T, B, II 2:00 1_1_2.§..~1~:§ft:_F;_ ~cr,_P13_,£'0_,_ K,_l\\1_ ____________________ I CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) to very dusky red (2.5YR 2.5/2) 3:00 and dark reddish gray (2.5YR 4/1 ), with trace dark greenish gray (5GY 4/1, 1 OGY 4/1 ), weak to 3:00 680.0 131.8 medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded 5.0 3:30 (5.0)
(5.0)
Run 25 appearance, fresh, interbedded with trace to little, laminated to thin LIMESTONE 100% 100%
(MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) and greenish gray (10Y 5/1) to very 3:00 dark and dark greenish gray (10Y 3/1 to 10GY 4/1) and very dark gray (10YR 3/1); moderate 3:15 to strong bioturbation with horizontal and vertical burrows, strong HCI reaction 131.6ft: BJ, 20°, US, PO, B, II 3:30 133.8,134.7,135.4ft: BJ, 30°, PS, T-PO, B, II 2:45 675.0 136.8 5.0 5:30 (5.0)
(5.0)
Run 26 100% 100%
3:45 4:15 4:45 4:00 670.0 141.8 4.8 3:30 (4.4)
(3.6)
Run 27 143.6, 143.9, 144.3, 144.6, 144.8, 145.4ft: BJ, 25-30°, PS, T-PO, B-C, II 92%
75%
3:30 3:30 3:45 3:30/0.8 665.2 146.6 5.2 3:45 (5.2)
(5.0)
Run 28 147.0,147.5,148.7,149.7ft: BJ, 30°, PS-US-UR, T-PO, B,11-111 100% 96%
149.8-150.2ft: J, 90°, SR, T, B, II 3:00 150.3ft: J, 70°, SR, T-PO, C, IV 3:00 150.3,150.4ft: BJ, 30°, SR, T-PO, B, II 3:15 3:15/1.2 660.0 151.8 R!'i<:! !'i 1!'i~
0.5 2:30/0.5 (0.5)
(0.0)
Run 29 151.8-152.3ft: BJ, 25-30°, T-PO, B-C, II, spaced at about 0.1' R!'i<:! n 1!'i? R 0.5 1:30/0.5 100%
0%
Run 30 152.7ft: BJ, 30°, PS, T-PO, B, II 3:"6 5:30 (0.5)
(0.5)
Run 31 152.9,153.1,153.3,154.3ft: BJ, 30°, PS-PR, T-P0-0, B, II 5:45 L2-22 154.7-155.0ft: J, 60°, VT, A, I, with calcite 100% I~
(3.3) 4:45 (2.8) 92%
78%
655.4 156.4 4:00/0.6 4.5 4:15 (4.5)
(3.3)
Run 32 158.4ft: BJ, 30°, PS, T-PO, B, II 100% 73%
158.7-159.5ft: FZ, T-PO, B-C, II 3:00 4:15 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-261 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: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-206 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,964 US ft (NAD83) EASTING: 2,448,026 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/24/13 COMPLETED: 7/5/13 I CASING DEPTH: 18.1 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 4:15 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3) to very dusky red (2.5YR 2.5/2) 650.9 160.9 4:00/0.5 and dark reddish gray (2.5YR 4/1 ), with trace dark greenish gray (5GY 4/1, 1 OGY 4/1 ), weak to R!'i04 1R1 0.5 2:15/0.5 (0.5)
(0.4)
Run 33 medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded 5.0 3:00 100% 80%
Run 34 appearance, fresh, interbedded with trace to little, laminated to thin LIMESTONE (5.0) 1(5.6) 3:00 (MICRITE/WACKESTONE), dark gray (10Y 4/1, N 4/) and greenish gray (10Y 5/1) to very 100% 100%
dark and dark greenish gray (10Y 3/1 to 10GY 4/1) and very dark gray (10YR 3/1); moderate 2:45 to strong bioturbation with horizontal and vertical burrows, strong HCI reaction (continued) 2:45 161.0ft: SH, 40°, PL, T, B, II 3:00 645.6 166.2 645.4 166.4 5.0 4:45 (4.4)
(3.4)
Run 35
-'-...c.-
CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), weak to medium strong, laminated 88%
68%
to very thinly bedded, fresh, interbedded with few to little, laminated to very thin LIMESTONE 3:45 (MICRITE/WACKESTONE), dark gray to very dark gray (N 4/-N 3/); slight bioturbation, strong HCI reaction 6:15 L2-23 166.2,166.4,166.6ft: BJ, 30°, PR, P0-0, B-C, II 3:45 165.9ft: BJ, 30°, PS, T, B, II 3:30 168.0,169.5,169.8,170.3,170.6,170.8ft: J, 0-30°, P0-0, B, II 640.4 171.4 5.0 5:30 (4.7)
(4.7)
Run 36
-'-...c.-
RUN 36: 0.3' Core loss-left in hole at termination of boring/coring 94%
94%
2:15 2:30 2:30 636.4 175.4 635.4 176.4 3:45
~ 635.4 LIMESTONE (MICRITE), dark gray (N 4/), medium strong to strong, thinly bedded and 1764 nodular, fresh, with little to some, laminated to very thin irregular Calcareous SIL TSTONE~r~
greenish black (10Y 2.5/1);
strong HCI reaction (Lincolnshire Formation-Eidson Member-Unit A)
Boring and coring terminated at 176.4 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-262 of 706
MP-206 -Boxes 1 and 2
~........ ~ -~-- - -- *~~.,,~.,_~~.- *---
AMEC PROJECT 6468131077 BORING 1\\.1 P: Z.o" BOX _Z-__
fit I MP-206 -Boxes 3 and 4 AMEC PROJECT 6468 13 1072 BORING
' 1 f' lOb BCJX __
.JB'Tif OL-jt b J ft)TO ~(II 1,
3 4.s 6 7 8 Q 1011 ""'
l CLINCH RIV R SMR PROJECT AMEC PROJECT 6468 13 1072 ORING M p. Z. ex, BOX
<f Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-263 of 706
....,. *~
RUN INTERVAL (It) R£C liD f%1 I~Ql)jft - "1.\\
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- o f~i/i.)/)D(tou;-)(? 9 (5l$ /.)
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§) S.o (~t::)/ t;.Oiou~j/ 2..7(5'1'1.)
MP-206 -Boxes 5 and 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-264 of 706
MP-206 -Boxes 9 and 10 I,
/~MEC I'IWJECi fi<I6B ~ 3 1072 BOlliNG I'IIP* "20( BOX
~
14V.G $9~,
TO J.!4.i-b (ft)
AMEC fJJWJECT 6<16/l 13 11!72 IIA f* 20(;,
BORING f V' BOX I 0 DEPTH 1 '1 c, ~ fffl TO 160. 9 tft)
~~.--1~~--- "'
7'*-J. **-~
MP-206-Boxes 11 and 12 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-265 of 706
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"""' u a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: K. Lloyd DRILLER: L. Carter/J. Rosser BORING NO.:
MP-207 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Boring Orientation Inclination: Vertical GROUND ELEV.:
779.7 ft (NAVD88) NORTHING:
571,102 US ft (NAD83) EASTING: 2,447,930 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 225.7 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 (323438)
DATE STARTED: 8/18/13 I COMPLETED: 8/22/131 HOLE DIA.: 4" I CASING DEPTH: 19.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT (ft) 779.7 f {~.{
776.0 773.7 771.1 768.7 766.2 763.1 760.9 (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 2
5 4
9*
3.7 11 11 14 6.0 5-f-- 7*
8.6 17-f-- 11.0 27 41 50 13.5 50/0.4 16.6 50/0.2 18.8 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-266 of 706 2
80 SAMP.
L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS 91.
. 50/0.4
. 50/0,2
~ntn 779.7 SS-1
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FILL: Gravelly FAT CLAY (CH), yellowish brown (10YR 5/4),
stiff, moist, moderate plasticity fines, some fine to coarse
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subangular gravel, trace fine to coarse sand, strong HCI 0.0
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RESIDUAL SOIL: Gravelly SILT with Sand (ML), reddish ss-2 brown (2.5YR 4/4 ), very stiff, dry to moist, non-plastic to 1-moderate plasticity fines, some fine to coarse subangular gravel, little fine to coarse sand, saprolitic, strong HCI reaction
== ~W1_l_RESIDUAL soiL:-LEAN CLAT with-SAND (clj,recidish_sQ ss-4 ~
brown (2.5YR 4/3) and grayish brown (2.5Y 5/2), hard, dry to
_~I-moist, low to moderate plasticity fines, little fine to coarse
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sand, trace fine subangular gravel, saprolitic, strong HCI
ss:s- ~
reaction
%767.2
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WEATHERED ROCK:
CALCAREOUS SILTSTONE, l---;s""scoo_6--t:::c7""'
) L sampled as Sandy SILT with gravel (ML), reddish brown
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(2.5YR 4/3-4/2), hard, dry to moist, low to moderate plasticity
- -,.1-fines, some fine to coarse sand, little to trace fine gravel
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sized subangular rock fragments, strong HCI reaction, relict 1---c~---t::./
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~4-rock fabric SS-7
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~f:r60.7 1-1-
1-1-
1-1-
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
6.2 ft bgs, AM 8/19/13 12.0 ft bgs, AM 8/20/13 13.8 ft bgs, AM 8/21113 13.2 ft bgs, AM 8/22/13 12.5 19.0