ML19030A507
| ML19030A507 | |
| 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: ML19030A507 (8) | |
Text
{{#Wiki_filter: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: M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-112 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 799.2 ft (NAVD88) NORTHING: 570,262 US ft (NAD83) EASTING: 2,448,472 US ft (NAD83) Azimuth: N 47° E TOTAL DEPTH: 177.5 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/5/13 COMPLETED: 7/9/13 I CASING DEPTH: 26.0 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 @ 26.2 ft 26.2 1.3 11:10 (0.5) (0.0) Run 1 ; LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), bluish gray (5PB 5/1) 27.5 5:21/0.3 38% 0% to gray (N 5/), medium strong to strong, very thinly to thinly bedded, moderately to slightly 5.0 (2.5) (0.8) Run 2 weathered, fossiliferous, interbedded with few to little, laminated to very thin, clayey/shaley 6:26 8:37 50% 16% Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; 4:10 locally highly to moderately weathered, trace calcite filled pits, strong HCI reaction (Ben bolt Formation-Unit E) 15:07 26.2-27.5ft: Extremely fractured along apparent bedding at 50-60° to core axis; 0.8' Core loss 7:39 27.5-32.5ft: Extremely fractured along apparent bedding at 50-60° to core axis; 2.5' Core loss 32.5 5.0 8:28 (2.7) (0.4) Run 3 ~ 32.5-37.5ft: Extremely fractured along apparent bedding at 50-60° to core axis; 2.3' Core loss 14:11 54% 8% 37.1ft: BJ, 50°, PR, 0, B, II 6:47 14:07 37.5 11:12 LO.. 37.5 5.0 2:42 (5.0) (3.9) Run 4 ~ 2:11 100% 78% 2:31 3:24 4:02 42.5 5.0 2:48 (5.0) (5.0) Run 5 ~ 2:41 100% 100% 2:43 3:00 47.5 2:56 5.0 2:05 (5.0) (3.4) Run 6 ~ 3:17 100% 68% 2:17 2:41 52.5 2:59 5.0 2:14 (5.0) (4.5) Run 7 ~ 2:54 100% 90% 2:32 2:32 57.5 3:15 5.0 6:48 (5.0) (4.2) Run 8 : 5:47 100% 84% 4:48 4:19 62.5 5:54 5.0 1:54 (5.0) (4.6) Run 9 ~ 2:28 100% 92% 2:34 2:25 67.5 2:42 5.0 1:49 (5.0) (5.0) Run 10 ~ 1:53 100% 100% 2:24 2:17 72.5 3:05 5.0 2:59 (5.0) (4.9) Run 11 ~ 2:05 100% 98% Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-118 of706 LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), bluish gray (5PB 5/1) to gray (N 5/), strong, very thinly to thinly bedded, locally to moderately bedded and nodular, fresh, fossiliferous, interbedded with few to little, laminated to very thin, clayey/shaley Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation-locally with coarse horizontal and vertical carbonate filled burrows, trace calcite filled pits and burrows, trace pyrite, strong HCI reaction 37.7,38.6,40.0,41.4,42.0,42.3ft: BJ, 40-50°, PR, T-PO, B, II 38.3ft: J, 60°, PR, T-PO, B, II 39.2ft: BJ, 50°, PR, 0, C, Ill, slightly weathered 41.1ft: J, 70°, PR, 0, C, Ill 43.6,45.4,46.3,46.8ft: BJ, 40-50°, PR T-PO, B, II 44.3ft: BJ, 50°, PR, 0, C, Ill, slightly weathered 48.4,48.6,48.8,49.0,49.2,49.4,49.6,50.2,51.0,51.7,52.0ft: BJ, 40-50°, PR, T-PO, B, II 48.5,49.4ft: J, 60°, PR, T, B, II 52.6,53.6,54.0,54.4,55.9,56.7,57.2ft: BJ, 40-50°, PR, T-PO, B, II
- 54. 1ft: J, 50°, 0, C, Ill 54.2ft: J, 60°, VT, A, I 57.5-57.7ft: FZ, 40-50°, PS-PR, P0-0, B, II 58.3,60.1,62.1ft: BJ, 40-50°, PR-PS, T-PO, B, II 63.1,65.1,66.8ft: BJ, 40-50°, PS-PR, T-PO, B-C, II 64.7,64.9ft: J, 60°, PR, PO, C, Ill, with calcite 65.3ft: J, 60°, VT, A, I, with calcite 65.4ft: BJ, 45°, PL, T, C, II, with calcite 69.4ft: BJ, 45°, US, PO, B, II 73.1-73.3ft: FZ, 40-50°, US-PS, 0, C, II 73.8ft: BJ, 40°, US, PO, B, II 76.8ft: BJ, 45°, PS, 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: M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-112 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 799.2 ft (NAVD88) NORTHING: 570,262 US ft (NAD83) EASTING: 2,448,472 US ft (NAD83) Azimuth: N 47° E TOTAL DEPTH: 177.5 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/5/13 COMPLETED: 7/9/13 I CASING DEPTH: 26.0 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 2:01 ~ LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), bluish gray (5PB 5/1) to 2:02 gray (N 5/), strong, very thinly to thinly bedded, locally to moderately bedded and nodular, 2:16 fresh, fossiliferous, interbedded with few to little, laminated to very thin, clayey/shaley 77.5 Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; 5.0 3:45 (5.0) (4.7) Run 12 ~ slight bioturbation-locally with coarse horizontal and vertical carbonate filled burrows, trace 3:18 100% 94% calcite filled pits and burrows, trace pyrite, strong HCI reaction (continued) 3:00 77.7,78.8,79.9,80.6,81.0,81.8ft: BJ, 40-50°, PS-US, P0-0, B, II 2:49 82.5 2:41 5.0 2:15 (5.0) (5.0) Run 13 ~ 1:30 100% 100% 1:53 1:57 87.5 1:52 5.0 1:40 (5.0) (5.0) Run 14 ~ 88.4ft: J, 60°, PR, PO, C, II, with trace calcite 1:48 100% 100% 1:51 1:55 92.5 1:55 5.0 1:38 (5.0) (4.8) Run 15 ~ 94.5,96.0,96.2ft: BJ, 40-50°, PR-UR, T-PO, B, II 2:00 100% 96% 2:14 2:25 97.5 4:56 5.0 2:33 (5.0) (5.0) Run 16 ~ 2:00 100% 100% 2:13 1:47 102.5 2:30 5.0 4:10 (5.0) (5.0) Run 17 ; Mechanical breaks only in Runs 17-19 3:02 100% 100% 2:50 2:56 107.5 2:00 5.0 1:48 (5.0) (5.0) Run 18 1:49 100% 100% 1:45 1:52 112.5 2:12 5.0 1:41 (5.0) (5.0) Run 19 ~ 1:40 100% 100% 1:45 1:48 117.5 2:00 5.0 1:53 (5.0) (5.0) Run 20 ~ 119.3ft: J, 50°, PR, 0, C, Ill 2:11 100% 100% 2:05 1:45 122.5 1:51 122.5 5.0 2:27 (5.0) (5.0) Run 21 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-119 of706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-112 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 799.2 ft (NAVD88) NORTHING: 570,262 US ft (NAD83) EASTING: 2,448,472 US ft (NAD83) Azimuth: N 47° E TOTAL DEPTH: 177.5 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/5/13 COMPLETED: 7/9/13 I CASING DEPTH: 26.0 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 2:08 100% 100% CALCAREOUS SILTSTONE, very dark grayish green (5GY 3/2), strong, laminated to very thinly bedded, fresh, interbedded with little to some, very thin to laminated LIMESTONE 2:17 (MICRITE), gray (N 5/), amorphous and diffuse to planar bedding; slight bioturbation, trace 1:56 pyrite along bedding laminations, strong HCI reaction (continued) 2:15 127.5 5.0 1:33 (5.0) (5.0) Run 22 131.5ft: BJ, 40°, PS, PO, B, II 100% 100% 1:53 1:48 2:00
~~B 132.5 3:30
=2 LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), gray (N 5/), strong, very 5.0 2:46 (5.0) (5.0) Run 23 thinly to moderately bedded, fresh, fossiliferous, interbedded with few to little, laminated to 1:24 100% 100% very thin, clayey/shaley Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to planar bedding; slight bioturbation, trace calcite filled pits and burrows, trace stylolites, strong HCI 1:35 reaction 1:52 135.8ft: J, 60°, SR, PO, C, Ill, with trace calcite 137.5 2:03 5.0 1:53 (5.0) (5.0) Run 24 138.3,138.6,140.0ft: J, 40-60°, VT, A, I, with calcite 1:47 100% 100% 140.6ft: J, 60°, SR, PO, C, Ill, with trace calcite 1:42 2:00
~~n 2:25 CALCAREOUS SILTSTONE, very dark grayish green (5GY 3/2), strong, laminated to very thinly bedded, fresh, interbedded with little to laminated to thin LIMESTONE 142.5
- some, 5.0 3:53 (5.0)
(5.0) Run 25 (WACKESTONE/MICRITE), gray (N 5/), amorphous and diffuse to wavy/irregular and nodular bedding, locally fossiliferous; slight bioturbation, strong HCI reaction 100% 100% 2:59 2:56 1:52 2:39 147.5 5.0 2:42 (5.0) (5.0) Run 26 149.2ft: J, 60°, SR, P0-0, B, II 100% 100% 2:07 3:05 4:28 2:15 152.5 5.0 2:04 (5.0) (5.0) Run 27 156.6ft: J, 60°, SR, PO, B, II 100% 100% 2:13 2:18 3:14 2:28 157.5 5.0 2:58 (5.0) (5.0) Run 28 100% 100% 2:12 2:18 2:20 2:31 162.5 5.0 3:38 (5.0) (5.0) Run 29 100% 100% 3:25 2:10
~~
2:23 ~ LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), gray (N 5/), strong, very 167.5 2:32 thinly to thinly bedded, fresh, fossiliferous, interbedded with little to some, laminated to very thin, clayey/shaley Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and 5.0 4:33 (5.0) (5.0) Run 30 ~ diffuse bedding; slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction 2:08 100% 100% 170.7ft: J, 70-80°, UR-SR, P0-0, C, Ill 2:06 1:57 ?*qR Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-120 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: M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-112 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 799.2 ft (NAVD88) NORTHING: 570,262 US ft (NAD83) EASTING: 2,448,472 US ft (NAD83) Azimuth: N 47° E TOTAL DEPTH: 177.5 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/5/13 COMPLETED: 7/9/13 I CASING DEPTH: 26.0 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 ~ LIMESTONE (WACKESTONE/MICRITE) with few (GRAINSTONE), gray (N 5/), strong, very 5.0 5:01 (4.7) (4.4) Run 31 ~ thinly to thinly bedded, fresh, fossiliferous, interbedded with little to some, laminated to very 2:43 94% 88% thin, clayey/shaley Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and 2:13 diffuse bedding; slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction (continued) 2:02 172.7ft: BJ, 40°, PR, 0, C, II 2:20 RUN 31: 0.3' left in hole at termination of boring/coring 177.5 Boring and coring terminated at 177.5 feet. Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-121 of706 177.5
MP-112-Boxes 1 and 2 [
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"'~""'*~-~~li"'!\\."'~~**:=..-=-: ~-*. " **-~-~ ,,~~- -~. Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-122 of 706
i?-INCH ~R SMR PROJECT AMEC"PROJECT lii/68 13 1072 BORING ~p# (fl. BOX 6 /) ~ fot.s-: ':.~i/1'0-JP:t;' iit) CU" CH RIVER SMR PIWJ'ECT AMEC PROJEC, ,,IJ AJ 11172 l]t ..... MP-fl7_ BOX 1-0EPTH 11?-~(ftjT(J I~Z - f> ' (/1)- IWRIIvG MP*I/'Z. eo.x B -=-- "TH_I~~J TO /Jfr-~ ' (II) Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-123 of 706 !<utJ 'Zot,*.J ;z.s' -1~?.~ '(>.o)/?.o*M~ }/<S.t;{.JbD7) g,r Z4:,;r_ s'-14z..s'(.,o'J/ 5.o' (~"* I c;.tl0bC2) ~\\J~ ts: r~z~-14t~'l-;o'>f5. o"Cr(J(j-f2/5':o'(t61J'-)
MP-112-Boxes 9 and 10 AMEC PROJECr 6461113 HJ72 IJIJIIIIIr; _&1 P -II t tlO>. *.!3 oEI'fH! m.s ~~~~~w ~?..?_:__ AMEC PROJECT 6468 13 1072 {(\\IN Z'J *.( !02.<;~(t.lS'{5.b') (ux:i"~.) ( '5.b' (1067.) BCJRING ,vw~IIZ.. tWX ___LL (()JN ~: IH 5'- 11~1/ t;--;;;;;;;,_)/<r.oy;;;;r.?.___ JJEPTH /(ol. S ' (tfJTO 1~.5 ~,fl)~ e\\JHI-112.5'- I'ff.S ~ci)/4:l(q*f7)/4A'(9g>7.) Yl,-~.*~~""~~~~~~~~:( .,*~.**,-*, . ~- Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-124 of 706
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 1 I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-113 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 797.5 ft (NAVD88) NORTHING: 570,185 US ft (NAD83) EASTING: 2,448,487 US ft (NAD83) Azimuth: N 37° W TOTAL DEPTH: 178.0 ft I SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):NA-Sampler pushed DATE STARTED: 6/23/13 I COMPLETED: 6/271131 HOLE DIA.: 4" I CASING DEPTH: 26.3 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft) (ft) 0.5ft 0.5ft 0.5ft 0 u.u NA NA NA BLOWS PER FOOT 20 40 60 80 Ground Surface SAMP. L 0 100 NO. G SS-1 SOIL DESCRIPTION AND REMARKS FILL: SILT with Gravel (ML), dark yellowish brown (10YR 4/4) with dark yellowish brown (10YR 3/2), mottled, moist, low plasticity fines, little fine gravel, trace fine sand, few 0.0 1---o~a~c~r~~ ~~g~~ ~a~i~ _________ _ 3Q FILL: SILTY GRAVEL with Sand (GM), dark grayish brown (10YR 4/2) with yellowish brown (10YR 5/4), moist, fine to coarse gravel, little non-plastic to low plasticity fines, little 4.0 NA NA NA 6.3 NA NA NA 8.9 NA NA NA 11.4 NA NA NA 14.1 NA NA NA 16.6 NA NA NA fine to medium sand, strong HCI reaction 6_0 I--Fill: POORLY GRADED GRAVEL With" Silt-(GP:C0M)-, -*= yellowish brown (10YR 5/4), moist, fine gravel, few non-plastic to low plasticity fines, few fine to coarse sand, ~~~I-~~~ !:!_C_!!~c_!!?~ ______________ J_Bfj_ SS-4 /;/;/; FILL: Gravelly LEAN CLAY (CL), brown (7.5YR 4/4), moist, ~ moderate plasticity fines, some fine to coarse gravel, trace to ~ few fine to medium sand, weak HCI reaction 8&5~ ~ 8&6{# -~ 8&7{# -{# 13Q RESIDUAL SOIL: LEAN CLAY (CL), yellowish brown (10YR 5/6), with yellowish red (5YR 4/6), mottled, and reddish brown (5YR 4/4) to yellowish red (5YR 4/6), moist, moderate plasticity fines, few fine gravel, trace organics (roots/wood fragments), trace black oxide nodules, weak HCI reaction {# {# § 1---1----"2,_.1-".6-...__,f-NA -f-NA--NA-SS-8 ~ ~ {# i ~ ~ m Sampler Refusal at 26.3 feet; begin rock coring ~r---~2~6~.3~~~-+~~+-~~r-------------------------------+-~~/~/~L4~-~~~~~~~~~~~~~~~~~~~~~2~6~.3 ~ NA NA NA ss-9 Soil drilling halted. Log continues on geotechnical coring log 0 5 NOTE: Elevations not shown. Depths indicated on log are ~ lengths measured along plunge of boring from ground
- 5 surface.
~ ..J u ~ d C/o 0 0 ..J g "" 0 ~ ..J u ..J g ~ ~ ~ ~ 0 ~ ..J Observed water levels: 11.6 ft bgs, AM 6/24/13 11.2 ft bgs, AM 6/25/13 12.9 ft bgs, AM 6/26/13 13.1 ftbgs,AM6/27/13 UL-----L---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-125 of 706}}