ML18003A742
| ML18003A742 | |
| 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: ML18003A742 (12) | |
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~ ~ u ~ """' u a me GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 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: D. White/0. Smith Boring Orientation BORING NO.: CC-B1 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 800.3 ft (NAVD88) NORTHING: 569,036 US ft (NAD83) EASTING: 2,449,632 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 140.6 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (331145) DATE STARTED: 8/27113 I COMPLETED: 8/30/131 HOLE DIA.: 4" I CASING DEPTH: 47.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 800.3 Ground Surface tsUU.6* U.U 4 3 4 7 796.5 3.8 10 13 18 3.1. 794.4 5.9 16 17 17 34 791.3 9.0 4 5 7 12* 789.0 11.3 2 5 4 . ~-9. 786.5 13.8 1--"=c--_t--='"---ji---6 -I--6-12. 781.3 19.0 18-f-33* 776.2 24.1 8 8 10 18" 771.3 29.0 WOH WOH 2 ~ 2 766.3 34.0 WOH WOH 2 2 761.3 39.0 WOH WOH 2 756.3 44.0 WOH WOH 50/0.1 7!'11 R 4R 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-690 of 706 80 . 58/(}. SAMP. L 0 100 NO. G SOIL DESCRIPTION AND REMARKS 800.3 0.0 SS-1 ml-TOPSOIL: LEAN CLAY (CL), reddish brown (2.5YR 4/4) and ~ brown (7.5YR 4/4), mottled, medium stiff, moist, low plasticity ~~ 17, fines, few to little fine to medium sand, trace fine gravel sized f:'- 9~ rock fragments, with roots and wood fragments, no HCI,-2& 1r~~o~(!:_P.=_12_5_!_s!L_ _____________ J ss-2 COLLUVIUM: CLAYEY GRAVEL with Sand (GC), red (2.5YR 4/6) and strong brown (7.5YR 5/6), mottled, dense, 1-moist, some fine to coarse sand, little low to moderate ~ plasticity fines, some fine to coarse gravel sized subrounded ~ to subangular chert and sandstone rock fragments, no HCI c_ _ _rv 792_3 reaction (possible terrace deposits) 8_0 I---RESIDUAL soil: ELASTIC SiLT (MH), dark reddiSh brown-*= (2.5YR 3/3) and strong brown (7.5YR 5/6), mottled, stiff,
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~ moist, moderate to high plasticity fines, few fine sand, trace fy-89_3 fine gravel sized rock fragments, saprolitic, no HCI reaction 11 _0 r-*-RESIDUAL soil: SILT wiih Sand (ML), dark reddiSh brown-*= (2.5YR 3/3), yellowish red (5YR 4/6), dark reddish gray (2.5YR 4/1), and brown (7.5YR 4/4), mottled, stiff to hard, moist, non-plastic to low plasticity fines, little fine to medium sand, trace organics, saprolitic, no HCI reaction (PP=1.5-2.0 1-tsf) 1-1- ~~---------------------_llQ RESIDUAL SOIL: ELASTIC SILT (MH), reddish brown (2.5YR 4/4) to reddish brown (2.5YR 3/3), dark reddish gray (2.5YR 4/1), and yellowish brown (10YR 5/4), mottled, very soft, moist to wet, low to moderate plasticity fines, trace to 1-few fine sand, saprolitic, no HCI reaction (PP=0.25 tsf) 1-1- 755.3 45.0 ~ I-WEATHERED ROCK: CALCAREOUS SILTSTONE, e sampled as Gravelly SILT (ML), reddish brown (2.5YR 3/3), very dense, moist, non-plastic to low plasticity fines, some fine gravel sized rock fragments, trace to few fine to coarse sand, strong HCI reaction
GEOTECHNICAL BORING LOG a me SHEET 2 OF 2 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: D. White/0. Smith Boring Orientation BORING NO.: CC-B1 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 800.3 ft (NAVD88) NORTHING: 569,036 US ft (NAD83) EASTING: 2,449,632 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 140.6 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (331145) DATE STARTED: 8/27113 I COMPLETED: 8/30/131 HOLE DIA.: 4" I CASING DEPTH: 47.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT (ft) 751.7 (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 Continued from previous page 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-691 of 706 SAMP. L 0 100 NO. G 1-1- 1-1- SOIL DESCRIPTION AND REMARKS Soil drilling halted. Log continues on geotechnical coring log Observed water levels: Dry, AM 8/28/13 39.8 ft bgs, AM 8/29/13 41.4 ft bgs, AM 8/30/13
a me 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: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: CC-B1 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 800.3 ft (NAVD88) NORTHING: 569,036 US ft (NAD83) EASTING: 2,449,632 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 140.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145) DATE STARTED: 8/27113 COMPLETED: 8/30/13 I CASING DEPTH: 47.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. DEPTH RUN (ft) (ft) (ft) DRILL RATE (Min/ft) RUN REC. ROD SAMP. (It) (It) NO. L 0 G ROCK DESCRIPTION AND REMARKS Begin Coring @ 48.8 ft 751.5 48.8 1.8 4:14 (1.8) (1.5) Run 1 -= 10 *° CALCAREOUS SILTSTONE, dusky red (10R 3/3), medium strong to strong, laminated to 40*' 749_7 50_6 2:2010_8 100% 83% thinly bedded, slightly weathered, interbedded with few to little, laminated to thin r-~~r-~9r----;c-;;-+-----o-~---t~-=;;--r.""'c+--;c;:Ru-=n"2 ---tcc-_:cc - LIMESTONE (MICRITE), gray (10YR 5/1), planar to wavy/irregular and diffuse; slight to 2.8 4:05 (2.7) (2.7) moderate bioturbation, trace to few calcite filled pits, strong HCI reaction (Rome Formation) 2:36 96o/o 96o/o
;
49.5,50.0ft: BJ, 30°, PR, P0-0, C, Ill l-=~74~6~.i9f==5~3~.4*~~"]!_2:~55~ioE:.8U~~=H~~~~=t~=-~~7+/-7Q_ _5~1,tJ2].~3~ft:_S_i:i. ~5o._ ~._'v'~ ~l._in~ct_with _c;_a~tel(()[JIJClsite _(l_fiJecJcjill(J)_ _______ ~-3 I N 5010.4 SS-14 ~ L; WEATHERED ROCK: CALCAREOUS SILTSTONE, highly weathered, sampled as CLAYEY 746.5 53.8 1.8 4:26 (1.5) (0.9) Kun 3 ~ -7+/-5,g_ I GRAVEL (GC), reddish brown (2.5YR 3/3), very dense, moist, fine to coarse gravel, littler- ~.4 744_7 55_6 4:18/0.8 83% 50% ""C""- _ 1moderate plasticity fines, trace coarse sand, strong HCI reaction (SS-14 53.4-53.8ft: 50/0.4') J l--'-="'-'-l---"'""'-jf----=5~.0c-+-=5:=o6~+-(~4~.6~) +-c( 4~_=o)+~Ru-n~4---ICC CALCAREOUS-s II. TSTONE-:-dusky red (ffiR 3/3),""" medium strong to sTrong;lamfnatedto 5:23 92% 80% =- thinly bedded, slightly weathered, locally highly to moderately weathered, interbedded with little -'-= to some, laminated to thin LIMESTONE (MICRITE), gray (10YR 5/1), planar to wavy/irregular 3:41 =- and diffuse; slight to moderate bioturbation, trace to few calcite filled pits, strong HCI reaction 3:35 -'-= 54.4,54.5,54.6,54.7,59.1,59.3ft: BJ, 30-60°, PR, PO, B-C, 11-111 =- 56.8-57.0ft: FZ, 30°, PR, MO-P, IV, completely weathered l--'-7,.39,_,_ _ 7 1-_6,0"'.6"+-~---t--:c3:-oc28;;--+-;-:--;c-+~~+-oo---;c---tT""C"" ='"'""TI-_"@.91... _513.:_5~9~f_t:_ ~* 2o_:._ ~,_M~, _c;. _111, '.Viltl e<Jic;ite_;_o~* (;()rEl_ I()Ss_ _____________ QQ.6 5.0 5:39 (4.4) (3.6) Run 5 ~ LIMESTONE (MICRITE) gray (10YR 5/1), medium strong to strong, laminated to thinly 3:33 88% 72% bedded, slightly weathered, interbedded with some Calcareous SILTSTONE, dusky red (10R 3/3); slight bioturbation, trace calcite filled pits, strong HCI reaction 4:21 60.9,61.2,62.0,65.6ft: BJ, 30°, P0-0, PR, B-C, Ill 4:13 61.6,63.2,64.5,64.8ft: SH, 35-40°, PS, VT, A, I, intact with calcite (opposite of bedding) 3:57 _"@.51..------------------------------------ Q§.O t--'-7~34=._,_7t-_6,5~.6"t-~---t---;-;c;;---t-cc;-o;-;-+~-.-;-t-=O""C""-1 -"i'"c::l-WEATHERED ROCK: LIMESTONE (MICRITE), as above to olive gray (5Y 4/2) and gray (5Y 5.0 4:55 (4.3) (2.1) Run 6 ~ 5/1 ), moderately to completely weathered 6:10 86% 42% ~ 65.0-67.3ft. 1.3 Core loss 4:10 medium strong and very weak, laminated to thinly bedded, moderately to slightly weathered, 4:11 ~ 2 ,§,., -LiMESTONE(MfCRITE[ gray(5Y 511), olive gray (5Y472f"""and dark gray (N 4if sTrong To-- ~.s interbedded with little to some, laminated to very thin Calcareous SILTSTONE and Clayey t:;l--'-7"29"-'-*'--71-_7-'-'0"'.6"+-~c-+-~ 4
- =o 8~+-~c-+~~+-~~....j-'-TJ-SHALE, dusky red (10R 3/3) to olive (10Y 4/4) and olive gray (5Y 4/2); slight to moderate o
5.0 3:05 (4.2) (1.9) Run 7 ~ bioturbation, healed fractures with calcite through-out, trace calcite filled pits, strong HCI 4:56 84% 38% reaction (Bedding variable at 30-40° to 50-60°) j 67.8,68.4ft: SH, 40-50°, 0-VT, A-D, I-III, with calcite ~ 6:43 69.4,69.8,70.3,71.0,71.1,71.3,71.4,71.5ft: BJ, 30°, PS-PR, T-0, A-C, II-III ~ 4:39 69.4-69.8ft: FZ, 30°, PR-SR, MO-W, KIll, with trace calcite ~ 71.3,74.7ft: SH, 60° and 30°, PL, PO, C, Ill f-. 724_7 75_6 11:30 72.2-73.3ft: SZ, 60-70°, PS, K, Ill, core loss of 0.8' ~ 5.0 5:51 (3.8) (1.0) Run 8 D 73.6,73.9,74.7,75.1,75.2ft: BJ, 50°, PS-PR, T-PO, B-C, II-III 0 4:34 76% 20% 75.3,75.4,75.6ft: BJ, 30°, PR-SR, T-PO, C, Ill ~ 75.9ft: SH, 30°, PL-UL, P0-0, B, Ill 0 4:20 ~ 5:41 _721.3 79.0 ~ ~ -- -WEATHtRED -ROCKJFADL'f GOUGE: CLAVEY CALCAREOOS SHALE/SILTSTONE,--- 719_7 80_6 5:05 7; _ light gray (5Y 7/2) to olive gray (5Y 5/2) to very dusky red (10R 3/3), very weak to extremely u 5.0 5:10 (4.4) (2.5) Rung ~ weak, highly to completely weathered, with trace to few dolomite cemented, feldspathic § 88% 50% ~ sand lenses; strong HCI reaction (Copper Creek Thrust Fault) vo 2:55 ~ 79.4-81.2ft: 1.8' Core loss 8 4:43 r~~~-7~1~7.o~~~~~~~~~~~~-~~-~~~~~-~~~~-~~~~----~s3~.3~ 5:03 ~ LIMESTONE (MICRITE), dark greenish gray (5GY 4/1) to gray (N 5/-N 6/), medium strong ~ to strong, very thinly to moderately bedded, fresh, argillaceous, interbedded with some, 714_7 85_6 4:27 laminated to very thin, clayey Calcareous SILTSTONE, dark reddish gray (10R 3/1) to dark ~ 5.0 5:52 (4.9) (4.7) Run 10 ~ greenish gray (10GY 4/1); moderate to strong bioturbation, trace calcite filled pits, strong u-Z,~ 98% 94% HCI reaction (Moccasin Formation) 4:01 83.3-83.5ft: Upper surface highly polished, silicified 3:19 84.5,88.0ft: SH, 40°, PL, VT, A-B, I-ll, with calcite 4:52 88.3ft: SH, 70°, PL, VT, A, I, intact g 88.6-88.9ft: SZ, 0-70°, VT-0, A-F, I-III; 0.1' core loss ~ 709.7 90.6 3:28
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1 (:~ 0 -.oo/c-)o~-~4-ci-~-~-R_u_n - 11 -~~~~~--~6 ,g_ ~~7 ~3~f~ B~, ~0~ ~:* ~* ~ - - -- ~.4 ~ 4:15 ~ 3:58 0 704.7 95.6 5.0 7:14 (2.3) (1.5) Run 12 ~ ~ dL-----L---~~--~~ 5:~17--~4_6_'Yc_o~3_o_%~----~~~----------------------------------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-692 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 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: D. White/0. Smith Boring Orientation BORING NO.: CC-B1 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 800.3 ft (NAVD88) NORTHING: 569,036 US ft (NAD83) EASTING: 2,449,632 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 140.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145) DATE STARTED: 8/27113 COMPLETED: 8/30/13 I CASING DEPTH: 47.0 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 11:33 ~ LIMESTONE (MICRITE) and few (WACKESTONE/PACKSTONE), gray (N 5/-N 6/) to bluish 6:25 gray (5PB 5/1 ), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, locally moderately weathered, interbedded with few to some, laminated to thin, clayey 699.7 100.6 7:12 Calcareous SILTSTONE, olive gray (5Y 4/2) to very dark gray (N 3/), irregular to wavy 5.0 9:14 (5.0) (4.5) Run 13 ~ bedding, and trace very thin chert lenses (gray to dark gray); slight bioturbation, locally fossiliferous in thin beds, trace calcite filled pits and vugs (separate/non-touching), strong HCI 4:36 100% 90% reaction (Bedding variable at 30-40° to 60-70°) (continued) 3:25 94.8,95.2,95.6ft: BJ, 30°, T-PO, B, Ill 94.2,94.5ft: SH, 20-30°, T-PO, B-C, Ill, with calcite 4:13 95.6-95.8ft: FZ, 60-70°, PL, 0, C-D, Ill 3:20 96.3ft: SH, 60°, PL, P0-0, C, Ill, with calcite 694.7 105.6 97.4-101.1ft: FZ, 60-70°, UR-PR, 0-MO, C, Ill, highly weathered; 2.7' Core loss 5.0 4:29 (5.0) (3.3) Run 14 97.8ft: BJ, 65°, US, 0, C, Ill 3:13 100% 66% 100.6-101.1ft: FZ, 70-90°, PR, C, Ill 6:19 102.8,104.7,105.2ft: BJ, 50-70°, US, P0-0, C, Ill, with calcite 107.0ft: BJ, 60°, PS, T, B, II 3:57 107.3ft: SH, 10°, PL, T-PO, B, Ill 3:20 107.6-107.9ft: FZ, 0-40°, PR T-PO, C, Ill 689.7 110.6 109.6-110.1ft: FZ, 60-90°, PS-PR, P0-0, B-C, II 5.0 6:13 (5.0) (4.5) Run 15 110.7,110.8,110.9,111.0ft: BJ, 45°, PS-PR, T-0, B-C, II 3:16 100% 90% 114.7, 114.8ft: BJ, 45°, PS-PR, T-PO, B, II 116.4,117.0ft: SH, 60-70°, PL, VT-T, A-B, 1-11, with calcite 3:32 119.2-119.5ft: FZ, 45°, PR, core loss of 0.2' 2:45 684.7 115.6 2:43 5.0 3:33 (4.8) (4.4) Run 16 ~ 118.4,118.6ft: BJ, 40-50°, PR, T-PO, B, II-III 3:14 96% 88% 3:09 3:37 679.7 120.6 6:54 5.0 4:36 (4.2) (3.9) Run 17 120.8,120.9,121.0,121.1ft: BJ, 45°, UR, 0, B, II 3:40 84% 78% 124.8-125. 7ft: Weathered, core loss of 0.8' 3:48 3:26 674.7 125.6 5:50 5.0 3:49 (5.0) (4.9) Run 18 129.1ft: SH, 40°, SL, T-PO, B, II, with trace calcite 3:51 100% 98% 3:40 3:45 669.7 130.6 3:28 5.0 4:09 (5.0) (4.7) Run 19 131.0,131.2ft: SH, 30-40°, SL-PL, B, II with calcite 4:05 100% 94% ~ -~8,}_---------------------------------- __ 1~.0 664.7 659.7 3:18 3:14 3:42 135.6 5.0 4:04 (4.9) (4.9) Run 20 98% 98% 4:18 3:46 3:17 3:20 140.6
- - -659.7 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-693 of 706 CALCAREOUS SILTSTONE, dark reddish gray (10R 3/1) and very dark greenish gray (5GY 3/1), strong, laminated to very thinly bedded with thickly bedded appearance, fresh, interbedded with little to some, laminated to thin LIMESTONE (MICRITE/WACKESTONE),
dark gray (N 4/), trace fossils; strong bioturbation, trace calcite filled pits, strong HCI reaction 133.1,133.2ft: J, 45°, SR, T, B, II 134.8ft: J, 70°, SR, T, B, II 135.6,138.4,139.2ft: SH, 30°, SL-PL, T-PO, B, II, with trace calcite 140.6 Boring and coring terminated at 140.6 feet.
'1172 /,On.'*- CC-BI BOX I '-/8 fl 'tt!IU _ko f, 1111 CC-Bl-Boxes 3 and 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-694 of 706 1ft Itt I-I Y.l R.OD Ill) - 1"1, 1 c,oc,- bS.~'(s.o~- li.li'(B9 r! 3JoJ?21- {c b5t:- "fo.f.:/(S.D'J - 4.~~/S{,'Y.. 2 1'( 4 '-¥ -:;. :to.ro*-? St:(s.c/)- 4 ~ - ( s4 t-\\ /. 1 -( se~-)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-695 of 706
~ d C/o 0 0 ""' g "" 0 ~ u ""' g ~ ~ ~ ~ 0 ~ a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 3 I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation Inclination: Vertical BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 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: 8/28/13 I coMPLETED: 9/1/13 I HoLE DIA.: 4" I CASING DEPTH: 101.ottlcoRE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft) (ft) 0.5ft 0.5ft 0.5ft 0 799.8 ~~~.l:l u.u 4 5 6 796.0 3.8 5 9 14 793.7 6.1 3 6 10 791.1 8.7 2 4 6 . ~ 788.6 11.2 4-1--4-786.0 13.8 3-1--5-783.1 16.7 3 4 3 _,? 780.5 19.3 2 2 4 6 775.5 24.3 WOH 1 3 . t"4. 770.5 29.3 18 22 30 765.5 34.3 21 50/0.5 760.5 39.3 50/0.4 755.5 44.3 50/0.4 BLOWS PER FOOT 20 40 60 80 Ground Surface 1*1.
- 23.
113. 19 n* 1.1. 52 SAMP. L 0 100 NO. G SOIL DESCRIPTION AND REMARKS 50/o: 5QI0,4 5QI0,4 799.8 0.0 SS-1 m TOPSOIL: Sandy LEAN CLAY (CL), yellowish red (5YR 5/8), /~m /~ stiff, dry to moist, non-plastic to low plasticity fines, little to -/ ~~9~s~m~ f~e~a_!:!_d.:..!l~H~I~~t~n __________./_2Q ~ RESIDUAL SOIL: Sandy LEAN CLAY (CL), yellowish red ~ (5YR 5/8), stiff to very stiff, dry to moist, non-plastic fines, ____::__ %1-some fine to medium sand, no HCI reaction 8&3;s -:s ~% 8. 7ft: As above to reddish yellow (5YR 6/8) ~~8~--------------------- _10,§_ RESIDUAL SOIL: Sandy SILT (ML), strong brown (7.5YR
ss:g 5/8), medium stiff to stiff, moist, non-plastic fines, some fine to medium sand, trace subrounded to subangular fine gravel sized rock fragments, no HCI reaction 13.8ft: As above, strong brown (7.5YR 5/8) to weak red (10R 1-4/3), saprolitic 1-19.3ft: As above, becomes moist to wet 1-24.3ft: As above to strong brown (7.5YR 5/6), soft
~~---------------------_llQ RESIDUAL SOIL: Sandy SILT (ML), dusky red (2.5YR 3/2), hard, moist to wet, non-plastic fines, some fine to coarse sand, trace angular fine gravel sized rock fragments ss:i() 1-(siltstone), saprolitic, no HCI reaction ~ 765.0 34.8 WEATHERED ROCK: SILTSTONE/SANDSTONE, sampled 22 as SILTY SAND (SM), dusky red (2.5YR 3/2) to dark reddish ~ brown (2.5YR 3/3), very dense, moist, fine to coarse sand, some non-plastic to low plasticity fines, trace to few angular fine gravel sized rock fragments, no HCI reaction ~ SS-12 ~ ~-- ~ ~ ~ SS-13 ~ - ~ ~ UL-----L---~~--~----~--~~----------------------------~~--~~~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-696 of 706
GEOTECHNICAL BORING LOG a me SHEET 2 OF 3 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: L. Carter/J. Rosser Boring Orientation BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 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: 8/28/13 I COMPLETED: 9/1/13 I HOLE DIA.: 4" I CASING DEPTH: 101.0 ttl CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 20 40 60 80 100 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft NO. G 751.2 Continued from previous page 750.5 745.5 740.5 735.5 730.5 725.5 720.5 715.5 710.5 705.5 49.3 34 50/0.3 54.3 25 50/0.2 59.3 15 31 22 64.3 22 32 49 69.3 22 43 50/0.3 74.3 2 4 11 5 79.3 15-1--16-5 84.3 50/0.1 89.3 50/0.4 94.3 50/0.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-697 of 706 . 50/0:3 . 58/(}. 53 81 50/o: 50/0. 5QI0,4 50/0.3 ~r-WEATHERED ROCK: SILTSTONE/SANDSTONE, sampled SS-14 as SILTY SAND (SM), dusky red (2.5YR 3/2) to dark reddish brown (2.5YR 3/3), very dense, moist, fine to coarse sand, ~ some non-plastic to low plasticity fines, trace to few angular fine gravel sized rock fragments, no HCI reaction (continued) ~ 49.3ft: As above to reddish brown (2.5YR 5/3), moist to wet, few to little fine angular gravel sized rock fragments ~ SS-15 ~I-54.3ft: As above to light greenish gray (5GY 7/1) ~ ~ ~~---------------------_gQ RESIDUAL SOIL: SILTY SAND (SM), yellowish brown (10YR 5/6) to dusky red (2.5YR 3/2), very dense, moist to wet, fine to coarse sand, some non-plastic to low plasticity
ss:16 1-fines, few angular fine gravel sized rock fragments, saprolitic, no HCI reaction
~ r-
ss:16 1729.5 70.3
~ WEATHERED ROCK: SILTSTONE/SHALE, sampled as ~ Sandy SILT (ML), dusky red (2.5YR 3/2), hard, dry, non-plastic to low plasticity fines, some fine to medium sand,
- .:::::; ~2~n~
~l__!:_e~~n- _______________./_l_3Q RESIDUAL SOIL: SILTY SAND (SM), brownish yellow ~ (10YR 6/6) to brown (7.5YR 4/2), medium dense, moist to 1-wet, fine to medium sand, some non-plastic to low plasticity fines, saprolitic, no HCI reaction
ss:20 r-
~LL---------------------~2Q !k WEATHERED ROCK: SILTSTONE, sampled as Sandy SILT ~ (ML), dusky red (2.5YR 3/2) to weak red (2.5YR 4/2), hard, dry to moist, non-plastic fines, some fine sand, no HCI ~ ~ I-reaction ~ ~ SS-22 ~ I- ~ ~ ~ SS-23 ---=: ~ ~
~ d C/o 0 0 ""' g "" 0 ~ u ""' g ~ ~ ~ ~ 0 ~ GEOTECHNICAL BORING LOG a me SHEET 3 OF 3 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: L. Carter/J. Rosser Boring Orientation Inclination: Vertical BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 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: 8/28/13 I coMPLETED: 9/1/13 I HoLE DIA.: 4" I CASING DEPTH: 101.ottlcoRE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft) (ft) 0.5ft 0.5ft 0.5ft 0 702.6 BLOWS PER FOOT 20 40 60 80 Continued from previous page SAMP. L 0 100 NO. G SOIL DESCRIPTION AND REMARKS WEATHERED ROCK: SILTSTONE, sampled as Sandy SILT (ML), dusky red (2.5YR 3/2) to weak red (2.5YR 4/2), hard, SS-24 dry to moist, non-plastic fines, some fine sand, no HCI ~ I-reaction (continued) 1-----+:c:::: ~98 _8 Advanced casing to 101.0 feet; begin rock coring 101 0 F---f----+--f----+----------------1 Soil drilling halted. Log continues on geotechnical coring log Observed water levels: 30.2 ft bgs, AM 8/29/13 2.5 ft bgs, AM 8/30/13 t-42.1 ftbgs,AM8/31/13 42.1 ft bgs, AM 9/1/13 I-I- 1-I- I-1- 1-I- u~--~----~----~--~----~----------------------------~----~~------------------------------------------~ Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-698 of 706
a me BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee COUNTY: GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 3 I GEOLOGIST: J. Howard DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438) DATE STARTED: 8/28/13 COMPLETED: 9/1/13 I CASING DEPTH: 101.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. (ft) 698.8 693.8 693.5 688.8 688.3 683.8 678.8 673.8 668.8 663.8 658.8 653.8 DRILL RUN L DEPTH RUN RATE REC. ROD SAMP. 0 (ft) (ft) (Min/ft) (It) (It) NO. G 101.0 5.0 4:30 (0.0) (0.0) Run 1 ~ 4:30 0% 0% 4:00 ib 2:45 ~ 106.0 3:30 106.3 4.7 N 50/0.3 (0.5) (0.0) SS-25 ~ L:lb/U.I """R"un2 ~ 3:45 11% 0% 2:30 ~ 3:45 111.0 4:45 ib 111.5 4.5 N 50/0.3 (0.3) (0.0) SS-26 ~ 4::JU/U.b """R"un3 6:15 7% 0% ~ 5:15 3:00 s 116.0 5:45 5.0 5:00 (4.8) (4.5) Run 4 96% 90% 4:00 4:15 6:30 6:00 121.0 5.0 5:15 (4.9) (4.5) Run 5 Ll-38 98% 90% 4:30 3:30 3:30 4:00 126.0 5.0 2:45 (5.0) (5.0) Run 6 100% 100% 3:00 4:45 3:15 3:15 131.0 5.0 3:30 (4.5) (3.7) Run 7 90% 74% 4:00 4:30 4:30 136.0 7:15 5.0 4:15 (4.7) (4.5) Run 8 94% 90% 2:30 2:30 2:45 5:30 141.0 5.0 4:45 (4.7) (4.2) Run 9 94% 84% 4:15 3:45 3:30 6:30 146.0 5.0 3:45 (4.9) (4.9) Run 10 98% 98% 5:15 4:30 3:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-699 of 706 0~0.0 684.1 ROCK DESCRIPTION AND REMARKS Begin Coring@ 101.0 ft WEATHERED ROCK: SILTSTONE, weak red (2.5YR 4/2), completely weathered, subrounded fine to coarse gravel sized rock fragments, very poor core recovery SS-25 (1 06.0-1 06.3ft)=50/0.3' Sampled as SILTY SAND (SM), weak red (7.5YR 4/2) to olive brown (2.5Y 4/3), very dense, dry to moist, fine to medium sand, some non-plastic fines, no HCI reaction SS-26 (111.2-111.5ft)=50/0.3' CALCAREOUS SILTSTONE, dark reddish gray (2.5YR 3/1) to weak red (2.5YR 4/2), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, interbedded with few to little, laminated to thin LIMESTONE (MICRITE), gray (N 5/), wavy/irregular to diffuse bedding; slight to moderate bioturbation, trace calcite filled pits, strong HCI reaction (Rome Formation) 116.3ft: BJ, 50°, PR, T, B, II 117.1ft: SH, 10°, PL, PO, B, Ill, with calcite 117.7ft: SH, 20°, PL, T-PO, B, II 118.2,120.2ft: BJ, 30°, PR, T-P0-0, B, 11-111 118.8ft: J, 60°, PR, PO, C, II 121.9,122.8,125.5ft: BJ, 30°, PS-PR, PO, B, II 126.7,127.6,128.1,129.2ft: SH, 40°, PS, VT, A, I, intact with calcite (opposite of bedding) 127.0ft: BJ, 30°, PR, PO, B, II 131.9,132.4ft: BJ, 30°, UR, T-PO, B-C, 11-111 132.0-132.1ft: SZ, 30-70°, PS-PL, VT, A, I 133.5,133.6ft: BJ, 60°, PS, P0-0, C, Ill 134.1,134.3,134.5,134.8ft: BJ, 50°, T-PO, PS-PR, B-C, 11-111 132.0-133. 7ft: FAULT ZONE/SHEAR ZONE-multiple shears at 30-70°, severely disturbed/folded above shear surface at 133.1' (hanging wall) and planar below (foot wall) with weakly altered/discolored and slightly silicified LIMESTONE, dark grayish green (5GY 4/2) from 133.1-133.7' 137.0,138.7ft: BJ, 30°, PR-PS, T-B, II 137.7,140ft: J, 40-45°, SR-PR, T, B, II 139.2ft: BJ, 40°, PL, T, B, II 141.0-141.3ft: FZ, no recovery 141.5ft: J, 70°, SR, PO, C, Ill 142.2,144.6ft: BJ, 30°, PS-PR, T, B, II 142.9ft: SH, 10°, PL, T, B, II 144.8-144.9ft: FZ, 40°, PR, 0, C-D, Ill 146.7,149.6ft: BJ, 40°, US-UR, T-PO, B, II 150.2-150.3ft: FZ, 30°, UR, P0-0, B, Ill, core loss of 0.1' IU. 115.7
GEOTECHNICAL CORING LOG a me SHEET 2 OF 3 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: L. Carter/J. Rosser Boring Orientation BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (323438) DATE STARTED: 8/28/13 COMPLETED: 9/1/13 I CASING DEPTH: 101.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. DEPTH RUN (ft) (ft) (ft) 648.8 151.0 5.0 643.8 156.0 5.0 638.8 161.0 5.0 633.8 166.0 5.0 DRILL RATE (Min/ft) 4:30 4:00 4:15 4:15 4:15 4:30 3:45 3:15 3:00 4:15 4:30 5:00 3:15 3:00 3:15 2:30 4:15 5:15 3:30 4:15 RUN REC. ROD SAMP. (It) (It) NO. (4.9) (4.9) 98% 98% (5.0) (4.7) 100% 94% (5.0) (5.0) 100% 100% (4.8) (3.9) 96% 78% Run 11 Run 12 Run 13 Ll-39 Run 14 L 0 G ROCK DESCRIPTION AND REMARKS Continued from previous page CALCAREOUS SILTSTONE, dark reddish gray (2.5YR 3/1) to weak red (2.5YR 4/2), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, interbedded with few to little, laminated to thin LIMESTONE (MICRITE), gray (N 5/), wavy/irregular to diffuse bedding; slight to moderate bioturbation, trace calcite filled pits, strong HCI reaction (Rome Formation) (continued) 154.1ft: BJ, 40°, US, T, B, II 154.7-154.8ft: FZ/SZ, 40°, PL, 0, C, II, core loss of 0.1' 156.4,160.6ft: BJ, 40°, PS-PR, T, B, II 157.1ft: BJ, 50°, PS, T, B, II 157.5-157.9ft: SZ, 40-60°, PL-PS, VT, A, I, intact with calcite 158.1,158.3,158.8ft: BJ, 60°, PS-PR, T-PO, B, II 157.5-165.1ft: SHEAR/SHEAR ZONE-bedding at 30-40° above 157.5'; bedding becomes 60-70° below 157.5' and appears severely disturbed, with multiple healed shears, few with calcite mineralization; bedding returns to 30-40° below shear at 165.1' 161.6ft: BJ, 60°, US, T-PO, B, II 165.1ft: SH, 20°, PL, T-PO, B, II, with calcite 167.1-167.3ft: FZ, 30°, PS, P0-0, F, V 168.0,168.8,169.4ft: BJ, 30°, PS, T, B, 11-111 169.7-170.0ft: FZ, 30°, PR-PS, 0, F, Ill 628.8 171.0 6:30 ~= 629.0 170.8 t:; I--""""""-I--'-L..h'd.jf---c5~.0c-+-~4:~45~+-(=5~.0~) +-c(2~.~9)+~R~u-n ~1sc-{""-c-_ 3- - -CALCAREOUS SILTSYONE/SHALE, greeniShgray (1 6Y 571) and dark graYish Oiive{1Cl'Y472) -- - o 100% 58% =- with dusky red (2.5YR 3/2), strong to weak, laminated to thinly bedded, fresh to moderately ~ 5:00 _-c-weathered/altered, interbedded with few to little, laminated to thin LIMESTONE (MICRITE), j 4:15
== gray (N 5/); weathering/alteration becomes pronounced at 174.0, strong to weak HCI reaction 4:45 -= (decreases with depth) ~ 171.1,171.4,172.4,172.6,172.9,173.2,173.5,174.9,176.2ft: BJ, 30°, PS-PR, T-PO, B, 11-111 ~ 623_8 176_0 5:30 .c..- 174.2-174.3ft: FZ, 30°, PR, PO, F, Ill ~ l--"""~1--'-'-'"'-"'f---c5~.0c-+-cc-6 3o~+-(=2 -=.3 ~) +-c(O~.-c4 )+~R~u-n ~ 16c-J~ ---*. _ 623.3 175.2ft: J, 60-70°, PS, 0, F, Ill 176.5 ~ 3:45 46% B%
==:..- - - I ~~~~:~D ~zRb~~1-~u ~~'huGE: -ciA YEY cALCAREOUS-slL TSTONEJSHALE~ - ~ 4:00 ~ weak red (2.5YR 4/3) to dusky red (7.5R 3/2) with trace light grayish brown (10YR 6/2), very §5 ~ weak to extremely weak, highly to completely weathered, with few thin interbeds of dolomite ~ 4:15 ~ cemented, feldspathic sand lenses; pervasive sheared fabric altered to silt and clay, trace ~ 618_8 181 _0 4:15 ~ sparry calcite, weak to strong HCI reaction (Copper Creek Thrust Fault) tJ 5.0 3:00 (4.6) (2.0) Run 17 ~ 176.5ft: J/SH, 60°, PR, 0, B, II ~ 2:15 92% 40% ~ 178.3-181.0ft: 2.7' Core loss d ~ ~ 3:30 ~~~~6~1~5.9~~~==~~~~===---=----~~~~~~~~==~=-~~-~~~1~83~.9~ 3 5 30 ~- ~~~eEnS~~~E 4/~~~~~~~ ~~~~c~~~s(1 0~~/2~~~~:~r~~~~ 5/~.~~-rz~~~~~i~:;:d f~a~~~~ 4:15 -z 613.8 186.0 thinly and thinly bedded, fresh; moderate bioturbation, weak to strong HCI reaction; upper ""r-~~r-~9~5co.O;-t-oc3:-oc45;c--t-c(c;c5".0")-r,(5""."0)c-+-oRc;cu-:-n-.18;-i~_l_J surface at 183.9 highly polished, silicified to 185.4', appears to have been weakly altered to 0 4:30 100% 100% 189.0' (Moccasin Formation) ~ 184.8,185.2ft: SH, 40-60°, PS, VT, A, I, intact with calcite 4:15 u ~610§_---------------------------------- __ 1~.0 3:30 LIMESTONE (MICRITE) with few (WACKESTONE), gray (N 6/-N 5/), strong, very thinly to g 4:15 moderately bedded and nodular, fresh, interbedded with little to some, laminated to very thin 608.8 191.0 ~ clayey Calcareous SILTSTONE, very dark gray (N 3/); moderate to slight bioturbation, locally ~ 5.0 4:45 (4.9) (4.6) Run 19 with fossils, trace calcite filled pits and burrows, strong HCI reaction u 5:45 98% 92% 189.0ft: BJ, 30°, PS, T-PO, B, II ~ 4: 30 192.6-192.8ft: FZ, 30°, PS, 0, K, Ill vo 193.8,194.8ft: BJ, 30°, PR, PO, C, Ill 4:15 ~ 5:00 ~ 603.8 196.0 5 3:45 1 00% 96% 197.6,198.7,199.8ft: BJ, 30°, US-UR, T-PO, B, II 200.5ft: SH, 20°, UR, PO, C, Ill, with calcite 0 5.0 5:15 (5.0) (4.8) Run 20 ~ UL-----L---~~--~----~----~--~----~~~----------------------------------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-700 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 3 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: L. Carter/J. Rosser Boring Orientation BORING NO.: CC-B2 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 799.8 ft (NAVD88) NORTHING: 568,891 US ft (NAD83) EASTING: 2,449,760 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 206.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438) DATE STARTED: 8/28/13 COMPLETED: 9/1/13 I CASING DEPTH: 101.0 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 3:30 ~- LIMESTONE (MICRITE) with few (WACKESTONE), gray (N 6/-N 5/), strong, very thinly to 4:15 moderately bedded and nodular, fresh, interbedded with little to some, laminated to very thin 5:00 clayey Calcareous SILTSTONE, very dark gray (N 3/); moderate to slight bioturbation, locally 598.8 201.0 with fossils, trace calcite filled pits and burrows, strong HCI reaction (continued) 5.0 5:00 (4.7) (4.7) Run 21 ~ 202.9,204.2ft: BJ, 30°, PS, T-PO, B-C, II-III 4:30 94% 94% 203.3ft: BJ, 30°, UR, P0-0, B, Ill 203.8ft: BJ, 30°, PR, T-PO, B, II 4:00 205.7ft: SH, 30°, PL, T, C, II, with calcite, opposite to bedding 5:30 593.8 206.0 6:00 593.8 Boring and coring terminated at 206.0 feet. Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-70 1 of 706 206.0}}