ML19030A635
| ML19030A635 | |
| 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: ML19030A635 (9) | |
Text
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-634 of 706
TEIWAL II *<E:C. !11\- .t£ol RQO tlti -1 41..1 p..uw!f7."'W'H>U (r;.o)/ s.o(loot)/f.o{Joo0 RuJJ'/6JJ'>1 FJWl'('ioJj'i o'OroiVr.fO' (C! eJ.) I'IOR/NG I f- 1/;i 3 BOX 'W llfi1JH J3lf .d, (hJTO ~49 ~ (hJ RVIJ~- 'J t.f.H *-:JI.J't) (>.o)(r. r:>'O~r.)jl/7' o. '-{ '/) Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-635 of 706
CUNCH RIVER SMR PROJECT AMEC PROJECT 6468 13 1072 BORING IYJf-l{;/ 3 I'IOll' _!_2.__
~EPTH JJ 4.3 (It) TO ~gq.3 (f!}
CLINCHRIVER SMR PROJECT L.!!!i.llil.ERV~_L_!It}_REC 1ft)- ('1..\ RQU (I'\ - ('1.,\ f?uN~ *~8'B=-.1H.'>'(ri')j~o*(loot;ll./.,.(~81.) AMEC PROJECT 6468 131072 RUN (I, *.Ol'!;jf.ic\q.S'(~.d)/('.o '(J 0()/.) / '1..7' ( ~ '\ '/) BORING MP-4::.23 J(jX J.fL_
//-~R~NI;1:~'f.~~3(<.o->f>*o'(lfYiJX) <J.7 ( ~'11:;
IJEf'TH 0?8q *S (ft) TO 3o'-/. 3 ~ft) * "' -- rl'"'-- - - - -- MP-423 -Box 19 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-636 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5° TOTAL DEPTH: 273.2 ft I SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ I HAMMER (ID):NA-Sampler pushed DATE STARTED: 6/7/13 I COMPLETED: 6/21/131 HOLE DIA.: 4" I CASING DEPTH: 36.5 ft ICORE SIZE:HQ3 I BITS 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 Ground Surface 0.0 FILL: LEAN CLAY with Gravel (CL), reddish brown (5YR 4/4) 2.0 NA NA NA 881~ ~ with yellowish brown (5YR 5/8) to brownish yellow (10YR 6/6) to dark brown (7.5YR 3/2), mottled, moist, low to moderate plasticity fines, little to some fine to coarse gravel,
-~
3.5 trace fine to coarse sand, trace roots, weak HCI reaction NA NA NA 8&2~ 5.0 NA NA NA SS-3A ~~~~~--=~-=~~~~~--;-~--~~----~~~~~~5~.4~ ss-3B ~ FILL: FAT CLAY (CH), dark grayish brown (2.5Y 4/2) and 6.5
~~ reddish brown (5YR 5/4), with yellowish brown (10YR 5/6),
NA NA NA moist, moderate plasticity fines, trace fine to coarse gravel and sand, trace black oxide nodules, weak HCI reaction 9.0 ~m 1------------------------= FILL: Sandy LEAN CLAY (CL), brown (7.5YR4/3), moist, low 85 NA NA NA ____::__ ~ ~=~~c~t};~~~~i~~tle fine to coarse sand, few fine gravel, 11.5 ----ss:s- ~~------------------------ FILL: Gravelly ELASTIC SILT (MH), light olive brown (2.5Y _11Q NA NA NA 5/3), moist, non-plastic fines, some fine to coarse gravel, few
- fine sand, weak HCI reaction I------------------------14Q FILL: Sandy ELASTIC SILT with Gravel (MH), strong brown (7.5YR 5/6), with light olive brown (2.5Y 5/3), mottled, moist, non-plastic fines, little fine to medium sand, little fine gravel, 16.5 weak HCI reaction NA NA NA 19.0 m
mi--Fill:LEAN cLAYwith 8arlci (CC), Strongbrown (7.5YR576)-,-*= m with light olive brown (2.5Y 5/3), mottled, moist, moderate plasticity fines, few to little fine sand, few fine gravel, weak
!:; 1---I---""-"-"*-.......,~----;N-cA;;--t-;:-;NA-;-+-""'"N'""'A---I 21 5
----ss:s- ~ HCI reaction
~~ -~ fi--R'EsiDuAL sOIL: LEAN -c'LAY with Gravel (cLj,-dark-*=
~
~
~
f-o 1---1---"2=6~.5'----ll----;c;-;;--+--;:-;-;-+-~---l m
/~m
----ss:s- ~
/~ reddish gray (5YR 4/2) with olive gray (5Y 4/2) to olive (5Y 5/3) with grayish brown (2.5Y 5/2), mottled, moist, moderate plasticity fines, little fine to coarse gravel, trace to few fine
~ NA NA NA ~ sand, weak HCI reaction
~ -~
~
0 1---1---"3'-"1-"*5-.......,f--NA-f.-NA--NA- """Ss:10 ~
~
§ -~ §"'"' ~ g 36.5 m
~ Sampler refusal on LIMESTONE at 36.5 feet; begin rock coring ~I---I---"~-.......,~----;N A;;--t-;:-;NA-;--+--cN;:-;A---Ir----------------~s~s~-1~1~~-~S~o~il~d~ri~lli-ng~ha~l~te~d-.~L-og-co-n7.ti-nu-e-s-o-n-g-e-ct~e-ch~n~ic-a 1-co-r~in-g-;-l~--~~
7 7 36.5 0
~ NOTE: Elevations not shown. Depths indicated on log are u"'"' lengths measured along plunge of boring from ground g"'"'
surface.
~ Observed water levels: ~ 11.0ftbgs,AM6/8/13 0 ~ 41.5 ft bgs, AM 6/9/13 >< 34.8 ft bgs, AM 6/10/13 iJj 32.2 ft bgs, AM 6/11/13 >< 65.9 ft bgs, AM 6/12/13 ~ 65.9 ft bgs, AM 6/13/13 ~ 66.0 ft bgs, AM 6/18/13 0 64.5 ft bgs, AM 6/19/13 ~ 64.9 ft bgs, AM 6/20/13 "'"' 64.4 ft bgs, AM 6/21113 UL-----L---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-637 of 706
ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 5 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5°) TOTAL DEPTH: 273.2 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 6/7/13 COMPLETED: 6/21/13 ICASING DEPTH: 36.5 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 Begin Coring @ 36.5 ft 1.7 10:21 (1.3) (0.4) Run 1 LIMESTONE (MUDSTONE/MICRITE), grayish brown (10YR 5/2, 2.5Y 5/2) to dark grayish .Jo.: 36.5 38.2 5.0 9:35/0.7 9:25 76% (3.6) 24% (1.4) Run 2
~ brown (10YR 4/2) and dark gray (N 4/), with trace dark reddish gray (7.5R 3/1), very weak to medium strong, laminated to moderately bedded, completely to slightly weathered, argillaceous, interbedded with few to little, laminated to very thin Calcareous SILTSTONE, 11:21 72% 28%
dark greenish gray (10Y 4/1), wavy/wispy to irregular and diffuse bedding, and trace to few, 10:15 very thin to thin chert beds, lenses, and nodules (dark gray to black); trace calcite filled pits and burrows and sparry calcite "bird eyes", weak to strong HCI reaction (Rockdell 8:16 Formation-Unit D) 6:53 36.5-37.3ft: FZ/BJ, 0-10°, PS-PR, T-PO, C-D, Ill 43.2 38.0ft: BJ, 10°, PS, PO, C, Ill 5.0 3:42 (4.3) (0.7) Run 3 38.4,38.5,38.8,39.1 ,39.3,40.0,40.2,41.0ft: BJ, 0-1 oo, PS-PR, T -PO, B-D, Ill 3:52 86% 14% 39.4-39.8ft: FZ, 0-10°, PS-PR, T-PO, C-D, Ill 3:26 41.3-41.6ft: FZ, 0-10°, PS-PR, 0, C, IV 43.2,43.3,45.9,48.2ft: BJ, 0-30°, PS-PR, T-PO, B, Ill 3:38 46.7ft: Complete loss of drill fluid circulation 4:33 48.2 5.0 2:31 (3.8) (0.9) Run 4 49.4,49.9,50.0,50.3,50.5,50.6ft: BJ, 0-10°, PS-PR, T, B, Ill
~~
8:51 76% 18% 49.5-50.0ft: FZ, 10-50°, PR-UR, T-PO, C, Ill 10:18 ---------------------------------------~ LIMESTONE (MICRITE/MUDSTONE) with few (WACKSTONE), gray (2.5Y 6/1) to grayish 7:57 brown (2.5Y 5/2) and dark gray (2.5Y 4/1) to greenish gray (10Y 6/1) and dark bluish gray 12:38 (10B 4/1), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, 53.2 locally moderately weathered, interbedded with few to some, laminated, clayey/shaley 2.5 11:13 (2.1) (0.7) Run 5 Calcareous SILTSTONE, very dark gray (2.5Y 3/1) to bluish black (5PB 2.5/1) and dark 10:48 84% 28% greenish gray (5BG 4/1), wispy/wavy to irregular and diffuse bedding, and trace to few, very 55.7 thin to thin chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional 12:50/0.5 fractures orthogonal to bedding); trace fossils, trace calcite filled pits and burrows and sparry 2.5 (2.4) (0.7)
~
Run 6 8:05 calcite "bird eyes", trace pyrite, locally argillaceous, strong HCI reaction 7:33 96% 28% 50.9-51.1ft: FZ, 0-10°, PS-PR, B, Ill 58.2 3:17/0.5 51.0,51.1,51.4,51.7,52.0ft: BJ, 0-10°, PS-PR, T, B, Ill 5.0 (5.0) (4.5) Run 7 52.1,52.5,52.7,52.9,53.0ft: BJ, 0-10°, PS-PR, T, B, Ill
~
10:35 6:28 100% 90% 53.2-54.0ft: FZ/BJ, 0-10°, PR, PO, B, Ill 54.7,54.8,55.0,55.2,55.4,55.6,55.7ft: BJ, 0-10°, PS-PR, T-PO, B, Ill 6:55 55.8,55.9,56.2,56.3,56.6,57.3,57.5,57.6,57.7,58.2ft: BJ, 0-10°, PS-PR, T-PO, B, Ill 8:26 58.2-58.4,58.8,58.9,60.8,63.2ft: BJ, 0-10°, PS-PR, T-PO, B, 11-111 6:53 63.2 5.0 15.39 (4.6) (3.7) Run 8 63.5-64.2ft: FZ/BJ, 0-10°, PR, PO, B, II
~
7:30 92% 74% 64.0,68.1ft: BJ, 0-10°, PS, T, B, 11-111 6:57 7:37 8:10 68.2 5.0 5:56 (5.0) (4.3) Run 9 69.0,69.2,69.5,69.6,72.3ft: BJ, 0-10°, PS-SL, T-PO, B-E, 11-111, with calcite and slickensides 100% 86% 72.7ft: J, 40°, UR, P0-0, E, Ill 5:20 6:28 6:09 5:52 73.2 5.0 5:50 (4.9) (4.6) Run 10 75.3,77.0,78.0ft: J, 10°, PR, T-PO, C, Ill
~
5:54 98% 92% 6:39 6:47 6:23 78.2 5.0 5:15 (4.9) (3.1) Run 11 78.3,79.0,79.4,79.7,80.0,80.2,80.5,80.7,80.9ft: BJ, 0-10°, T-PO, B-E, 11-111, some partial infill
~
5:59 98% 62% with calcite 5:36 6:29 7:19 83.2 5.0 6:51 (5.0) (4.8) Run 12
~ - - - \.8:3_.4_ft: E3J..Q-_1_0o._ ~._:r,_§,_lll_---------------------- , - ~.6 8:09 100% 96% -*
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-638 of 706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 5 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5°) TOTAL DEPTH: 273.2 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 6/7/13 COMPLETED: 6/21/13 ICASING DEPTH: 36.5 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 8:43 - CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) to very dark gray (N 3/),
*- medium strong, laminated to thinly bedded, fresh, with trace, very thin LIMESTONE 9:40 -
(MICRITE), dark gray (N 4/), amorphous and diffuse bedding; trace bioturbation, strong HCI 9:55 - reaction (continued) 88.2 - 5.0 6:44 (4.8) (4.2) Run 13 ---------------------------------------~
~
96% 84% LIMESTONE (MICRITE/WACKESTONE), greenish gray to dark greenish gray (10Y 5/1-4/1) 7:20 and gray to dark gray (10YR 5/1-4/1), with trace weak red (5R 4/2), weak to medium strong 7:04 and strong, laminated to thinly bedded, locally to moderately bedded, fresh, locally slightly 6:38 weathered, interbedded with some to trace, laminated to very thin, clayey/shaley Calcareous SILTSTONE, dark greenish gray (5GY 4/1 ), wispy to diffuse bedding, and trace to few, very 8:54 thin to thin chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional 93.2 5.0 8:03 (5.0) (4.6) Run 14 fractures orthogonal to bedding); trace fossils, trace calcite filled pits and burrows, trace
~
100% 92% stylolites, locally argillaceous, locally nodular, strong HCI reaction 9:12 88.7,88.8,89.0ft: BJ, 0-10°, PS-PR, T, B, 11-111 9:58 93.9,94.0,95.9,98.1ft: BJ, 0-10°, PS-PR, T-PO, B, Ill 98.2ft: SZ, 25°, PL, T, E, IV, with calcite 9:10 10:34 98.2 5.0 8:02 (5.0) (3.5) Run 15 100.1,100.7ft: SZ, 0-20°, PL-SL, T, E, Ill, with calcite 7:20 100% 70% 101.0,101.2,101.5,101.9,102.2,102.5ft: BJ, 0-10°, PS, T-PO, B, II-III 102.5-103.3ft: J, 80°, VT, A, I, with calcite 6:04 98.8-1 00.2ft: As above, with trace weak red (5R 4/2) 10:04 10:13 103.2 5.0 8:22 (5.0) (4.9) Run 16 105.6ft: BJ, 0-10°, PS, T, E, Ill, with calcite 8:26 100% 98% 105.8ft: SZ, 0-10°, US, T, E, Ill, with calcite 7:47 8:21 10:49 108.2 5.0 9:56 (5.0) (3.8) Run 17 108.7,109.2,109.5,109.6,109.9,112.2ft: BJ, 0-10°, T, B, II-III 8:13 100% 76% 110.2ft: J, 60°, 0-PO, C, Ill 7:59 10:56 9:27 113.2 5.0 9:23 (5.0) (3.9) Run 18 113.9-114.2,115.0-115.6,116.1ft: FZ/BJ, 0-10°, T-PO, PS-PR, B, 11-111 6:55 100% 78% 113.9,114.1ft: SH, 10°, PL, T, C, Ill 6:15 5:30 7:35 118.2 5.0 4:30 (4.9) (3.9) Run 19 119.6,119.9ft: SH, 0-10°, PL, T-PO, B, Ill, with goo calite-healed fractures 4:50 98% 78% 120.1,120.2,120.3,120.4,121.8ft: BJ, 0-10°, PS-PR, T-PO, 11-111 4:04 3:16 4:52 123.2 5.0 5:14 (1.4) (0.6) Run 20 123.9,124.0ft: BJ, 0-10°, PS-PR, T, B, 11-111
~Zf 2:43/0.8 28% 12% ___ ~1~.~~4~ft:_F~, Q-1Qo,_P~ f>O_,_B_,_II_:III _____________________1~.6 VOID/SOIL FILLED CAVITY-No recovery NO-push NO-push
~
NO-push 128.2 5.0 NO-push (3.7) (2.0) Run 21 74% 40% --------------------------------------~~ 7:54 LIMESTONE (MICRITE) as described above 7:46 129.2-130.3ft: J, 80°, PS-PR, 0-PO, C-D, III-IV, with calcite 131.6ft: SH, 10°, PL, T, C, Ill, with calcite 5:30 132.0,132.1,132.4,132.5,132.8ft: BJ, 0-10°, T-PO, C, 11-111 6:09 133.2 133.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-639 of 706
ame GEOTECHNICAL CORING LOG SHEET 3 OF 5 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5°) TOTAL DEPTH: 273.2 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 6/7/13 COMPLETED: 6/21/13 ICASING DEPTH: 36.5 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 5.0 (3.2) (0.0) VOID/SOIL FILLED CAVITY-with LEAN CLAY (CL), yellowish brown (10YR 5/4), wet,
~
iSi2 NO-push 64% 0% non-plastic to low plasticity fines, no HCI reaction (contmued) NO-push NO-push NO-push 138.2 2.8 6:07 (2.8) (0.0) Run 23
- = = 1 LiMESTONE(Mic'RrfE)a8desclibedabave---------------- -J-d~:~
~
100% 0% VOID/SOIL FILLED CAVITY-with LEAN CLAY (CL), yellowish brown (10YR 5/4), wet, 139 .6 3:05 J -- 141.0 0:52/0.8 as
---\non-plastic to low plasticity fines, no HCI reaction UMESTONE (MICRITE) c:iescribedabove - - - - - - - - - - - - - - - - -
2.2 0:20/0.2 (2.2) (1.6) Run 24 141.1,141.8ft: J, 20°, PS-PR, T-PO, B-C, 11-111 8:00 100% 73% 141.5ft: BJ, 0-10°, PS-PR, T, Ill 9:34 143.1-143.2ft: Mechanically reduced to rubble 143.2 5.0 4:35 (5.0) (4.9) Run 25 143.2,143.7,143.8,144.6ft: BJ, 0-10°, PS-PR, T, B, 11-111 6:54 100% 98% 7:04 6:13 15:07 148.2 5.0 6:09 (0.7) (0.7) Run 26 ___ ~1<\S.§ft:_!l.J,_ 1cr,_P~~._:r.~._111 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1<t§.9
~
14% 14% VOID/SOIL FILLED CAVITY-with LEAN CLAY (CL), yellowish brown (10YR 5/4), wet, iS~ NO-push non-plastic to low plasticity fines, no HCI reaction NO-push NO-push NO-push 153.2 153.2 5.0 3:27/0.9 (4.2) (3.6) Run 27 _ = = ~LiMESTONE(Mic"RrfE}aidesclibedabave----------------- _:::=@.8
~
5:44/0.5 84% 72% ___ I VOiiS/soil FIIIED -CAVITY-with-LEAN cUi.Y (CL)," yeiiOWisil brown-(1crffi-si4),-wet, _1 §<1.6
'"()11-_!lla~ic;_to_lo'.\1 [JI_a~c_ity_finEJ8,_1lO_I:ic::l rEl_a_0i()ll _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 9:17 LIMESTONE (MICRITE) as described above 9:16 154.6-157.1ft: J, 80-85°, VT, A, I, with calcite and spaced at about 0.3' 8:54 158.2 ---------------------------------------
158.2 5.0 9:43 (5.0) (2.7) Run 28 LIMESTONE (MICRITE) and trace (WACKESTONE), greenish gray (10Y 5/1) to dark gray (N
~
7:11 100% 54% 4/), medium strong to strong, very thinly to thinly bedded, fresh, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/-5Y 3/1), slightly wavy to 17:56 amorphous and diffuse bedding, and few to little, very thin to thin chert beds, lenses, and 12:47 nodules (greenish gray to greenish black, with calcite filled tensional fractures orthogonal to bedding; trace calcite filled pits and burrows, strong HCI reaction 9:04 163.2 160.2-160.4,160.6ft: J, 0-20°, PS-PR, T-PO, B, 11-111 5.0 7:40 (5.0) (4.8) Run 29 161.5-162.2ft: FZ/SZ, 0-40°, PL, T-PO, A-B, Ill, with calcite
~
7:09 100% 96% 162.5ft: SH, 0-20°, PL, T, B, Ill, with calcite 163.5,163.9,165.0,165.2ft: SH, 0-10°, PL, T, B, 11-111, with calcite 5:34 5:32 7:10 168.2 5.0 4:14 (5.0) (4.8) Run 30
~
4:10 100% 96% 5:06 4:31 4:38 173.2 5.0 5:34 (5.0) (5.0) Run 31 173.0ft: Core mechanically reduced to rubble
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4:15 100% 100% 174.2ft: SH, 10°, PL, T, B, Ill, with calcite 6:10 5:39 5:14 178.2 5.0 14:08 (5.0) (4.9) Run 32 D 7:42 100% 98% 10:03 9:32 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-640 of 706
ame GEOTECHNICAL CORING LOG SHEET 4 OF 5 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5°) TOTAL DEPTH: 273.2 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 6/7/13 COMPLETED: 6/21/13 ICASING DEPTH: 36.5 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 183.2 10:30 ~ LIMESTONE (MICRITE) and trace (WACKESTONE), greenish gray (10Y 5/1) to dark gray (N 5.0 7:46 (5.0) (4.8) Run 33 4/), medium strong to strong, very thinly to thinly bedded, fresh, interbedded with little to some, 100% 96% laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/-5Y 3/1), slightly wavy to 10:15 amorphous and diffuse bedding, and few to little, very thin to thin chert beds, lenses, and 8:43 nodules (greenish gray to greenish black, with calcite filled tensional fractures orthogonal to bedding; trace calcite filled pits and burrows, strong HCI reaction (continued) 11:08 8:00 - 183.4,184.6,185.9,186.3,186.5,187.0ft: SH, 0-10°, PL, VT-PO, B, 11-111, with calcite
\186.5-187.0ft: J, 80°, VT, A, I, with calcite r_jf37_J_
188.2 *- 5.0 3:20 (5.0) (5.0) Run 34 - CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), weak to medium strong, 100% 100%
*- laminated to very thinly bedded, fresh, interbedded with trace to little and some, laminated 3:29 -
*- to thin LIMESTONE (MICRITE/WACKESTONE), planar to diffuse bedding, locally nodular; 2:53 -
- slight bioturbation, trace fossils, trace calcite filled pits and burrows, strong HCI reaction,
*- limestone content increases with depth (Rockdell Formation-Unit C) 3:06 *-
- 187.2,187.6ft: SH, 0-10°, PL, VT-PO, B, 11-111, with calcite 4:54 -
188.2-191.3ft: SH, 0-10°, PL, VT-T, B, 11-111, with calcite 193.2 5.0 4:14 (5.0) (5.0) Run 35 - 3:25 100% 100% - 3:35 - 3:37 - 4:33 - 198.2 -* 5.0 2:28 (5.0) (5.0) Run 36 - 3:43 100% 100% - 4:11 - 4:34 - 4:52 - 203.2 - 5.0 5:44 (5.0) (5.0) Run 37 - 6:30 100% 100% - 4:39 - 4:32 - -* 5:48 - 208.2 - 5.0 5:38 (5.0) (5.0) Run 38 5:11 100% 100% - 4:51 - 5:12 - 5:55 - 213.2 -* 5.0 5:04 (5.0) (5.0) Run 39 5:15 100% 100% - 5:35 - 4:58 *- 5:54 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __217.6 218.2 ~ LIMESTONE (MICRITE/WACKESTONE), dark gray (N 4/-5Y 4/1) to bluish gray (5PB 5/1), 5.0 9:03 (5.0) (5.0) Run 40 medium strong to strong, very thinly to moderately bedded, locally nodular, fresh, fossiliferous, 8:10 100% 100% interbedded with little to some, very thin to thin Calcareous SILTSTONE, greenish black (10Y 2.5/1 ), wavy to irregular and diffuse bedding; slight bioturbation, trace calcite filled burrows/pits 8:01 and vugs (separate/non-touching), trace stylolites, strong HCI reaction 8:13 220.4-221.0ft: J, 75°, US-UR, T-PO, B, II, with calcite 9:15 223.2 5.0 9:00 (5.0) (5.0) Run 41 225.2-226.3ft: J, 75°, US-UR, T-PO, B, II, with calcite 7:00 100% 100% 225.2-225.7ft: J, 60°, VT, A, I, with calcite 7:08 6:40 7:46 228.2 5.0 6:38 (5.0) (5.0) Run 42 230.6ft: SH, 0-10°, PL, 0-PO, B, II, with calcite
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5:49 100% 100% 4:56 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-641 of 706
ame GEOTECHNICAL CORING LOG SHEET 5 OF 5 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. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-424 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 25° (+/-5°) GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,450 US ft (NAD83) EASTING: 2,448,361 US ft (NAD83) Azimuth: N 38° W (+/-5°) TOTAL DEPTH: 273.2 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 6/7/13 COMPLETED: 6/21/13 ICASING DEPTH: 36.5 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 LIMESTONE (MICRITE/WACKESTONE), dark gray (N 4/-5Y 4/1) to bluish gray (5PB 5/1),
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8:38 medium strong to strong, very thinly to moderately bedded, locally nodular, fresh, fossiliferous, 8:10 interbedded with little to some, very thin to thin Calcareous SILTSTONE, greenish black (10Y 233.2 5.0 6:09 (5.0) (5.0) Run 43 2.5/1 ), wavy to irregular and diffuse bedding; slight bioturbation, trace calcite filled burrows/pits
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100% 100% and vugs (separate/non-touching), trace stylolites, strong HCI reaction (continued) 5:08 237.4-239.0ft: J, 85-90°, VT, A, I, with calcite 4:44 4:16 5:22 238.2 5.0 5:27 (5.0) (5.0) Run 44 240.7ft: SH, 15°, UL, T, B, II, with calcite
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3:24 100% 100% 3:41 3:28 4:12 243.2 5.0 6:44 (4.8) (4.0) Run 45
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6:39 96% 80% 5:56 6:43 17:47 248.2 5.0 9:50 (5.0) (5.0) Run 46
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10:25 100% 100% 6:39 7:55 8:02 253.2 5.0 4:34 (5.0) (5.0) Run 47 253.9,254.9,256.1 ,256.9,257.9ft: SH, 0-20°, UL-PL, T-PO, B, II, with calcite 100% 100% 6:29 4:31 5:36 7:36 258.2 5.0 6:49 (5.0) (5.0) Run 48 262.8-263.0ft: J, 60°, VT, A, I, with calcite 100% 100% 7:10 7:55 7:36 7:09 263.2 5.0 14:50 (5.0) (5.0) Run 49
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9:10 100% 100% 13:56 16:23 17:40 268.2 5.0 7:49 (4.9) (4.9) Run 50
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9:57 98% 98% 12:48 11:05 11:56 273.2 273.2 Boring and coring terminated at 273.2 feet. Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-642 of 706}}