ML19030A532
| ML19030A532 | |
| 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: ML19030A532 (6) | |
Text
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/~ lEC PIWJECT fi.tfi:' 1: 1 1172 MP-211{ _.;ox _ i _
4::6' (lt)TO 16$' *t) RUN INTERVAL ft\ REC 1ft\ - (%1 ROD (ill-("/.\ MIEC 1'/WJ CI (): C.l 1 r: 11172 Ru~ -4 /(;., -ZI S/'So*roo*/4~~'-{gW) dOlliNG MP-2/LJ _,,ox _ L _ RutJ-'5 ~ -2vif5.o ro:J~(s.o' tCJO# Ll**f ZGt-~ **,<--*. ...,.,h5' '/.
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-330 of 706
HUN INTEIW,. (fl\ I~EC Ill - 1%1 ROD 111 1 _ 1 ., 1 R&tJ-13 6t'l4D }=- !{)(J' :5-o WX RtJr.J- IU f06Y,'-.7J.."l/5.o PGJ./so ' l<Xi( R!J~HS ?J.cn '-761'/s.o IOCftjlf.i 'll./1.
- AMEC i'iWJECT ,* .* c/1 13 11.172 omWG _t1e:_ ?JC.. f lt I. _Q_
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CLINCH 1?/VE/? SMR PIWJECT AMEC PIWJECT r,, fill1311J72
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106~ (ft) TO {2 I-~' (fl)
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-331 of 706
AMEC 1'/WJECT 61,1113 HJ72 HOWN l"fiJ2jy '30X 12 1~ ~u~r, -- IJEJ>TH r.J.-"'J~ft)TO J75(i'.(tt) Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-332 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: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-215 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 570,925 US ft (NAD83) EASTING: 2,448,211 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 100.6 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (323438) DATE STARTED: 7/23/13 I COMPLETED: 7/24/131 HOLE DIA.: 4" I CASING DEPTH: 9.4 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 m 813.4 Ground Surface 813.4 0.0 ts"l6.4 u.u 3 5 5 SS-1 FILL: Gravelly LEAN CLAY (CL), brown (7.5YR 5/3), stiff, 18 ~ moist, moderate plasticity fines, some fine to coarse angular
- ~ gravel, little fine to coarse sand, strong HCI reaction 809.8 3.6 6 8 13 21
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/~I An 3.6ft: As above, to gray (5Y 6/1 ), very stiff, some fine to coarse sand, little fine to coarse gravel
-:/~F'"'-07.9 5.5 807.4 6.0 2
r---o~---,"/// 4 - f-- ss- 3 0 --Fill:CLAYEY SANDwitii Gravei(SC),"graY{5Y 57"1),"dense-,--"' moist, fine to coarse sand, some low to moderate plasticity
.4 fines, little fine to coarse angular gravel, strong HCI reaction _
805 80 804.9 8.5 f--"~=~=:::::j~i7o.:4-\----l----_jh-~~~~~~~~~~~_;_~~te-L~d~~'fbllll4:2,* 50/0.4 5 WEATHERED ROCK: L.iME8roN"C sampled-as SiLTY-~~ I SS-4 SAND with Gravel (SM), gray (5Y 5/1), very dense, moist~r fine to coarse sand, some non to low plasticity fines, little fine to coarse angular gravel, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log Observed water levels: I- 25.0 ft bgs, AM 7/24/13 1-1- d 1-
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~ ""'UL----=C---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-333 of 706
ame 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: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-215 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 570,925 US ft (NAD83) EASTING: 2,448,211 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 100.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (323438) DATE STARTED: 7/23/13 COMPLETED: 7/24/13 I CASING DEPTH: 9.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP. RATE NO. 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) (Min/ft) % % G Begin Coring @ 8.9 ft 804.5 8.9 1.7 3.48/0.7 (0.7) (0.0) Run 1 ~ ou4 *0 LIMESTONE (WACKESTONE), grayish brown (2.5Y 5/2) and light olive brown (2.5Y 5/3), 0* _ _ 4.30 41% 0% ~ 802 _8 very w~ak to_ medium strong, moderately weathered, strong HCI reaction (Rockdell 10_6 802 8 10 6 l--"""-"-l----"~f---c5~.oc--+-~3 :~o3~+-1(=~o~.Oo/c~)o+-c~4~:;i=Vo+~Ru-n~2---I~~'IF- - - I EfM~§¥~-~~~~CKESTONEfrvliCRITEj, gray (N 5ifweak to medium Strong-:-verythiillyt~ - - 2:30 thinly bedded, fresh, interbedded with little to some laminated to very thin Calcareous 2:34 SILTSTONE, very dark gray (N 3/); trace fossils, strong HCI reaction
- 10.9,11.0,12.3,13.7ft: BJ, 30°, SRIURIPR, T-PO, B, II 2:22 12.0,12.1ft: BJ, 20°, URIPR, T-PO, B, II 797.8 15.6 2:40 5.0 2:45 (5.0) (4.9) Run 3 ~ 18.0,19.2ft: BJ, 30°, PR-PL, T-PO B, II 2:05 100% 98% 20.6ft: FZ, 20-30°, PR, 0, C, II L2-30 19.8ft: J, 60°, PS, VT, A, II 1:55 795.1 18.3 1:33 == ~ - - -CALCAREOUSSILTSYONE,gray (2.5Y 5!1) to blaCk (N 2.57), StronQ;-IamTrlatedtovery !hi illy-- -
=-'- bedded, fresh, interbedded with some laminated to nodular LIMESTONE (MICRITE) and l--'-7""92'=.~81-~2'o'0"'-.6"t-~;--t-~1:"OC40;;--+~cc+-=-~+-;c;-~-l-'-'--:cc (PACKSTONE); strong HCI reaction 5.0 2:00 (5.0) (5.0) Run 4 _"""C" 21.8ft: J, 60°, PR, T-PO, C, Ill, with calcite 1:34 100% 100% == 22.7ft: BJ, 40°, PS, T, B, II 1:20 790.2 23.2 CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) to greenish black (10Y 2.5/1) 1:34 and dark gray (2.5Y 4/1) to black (N 2.5/1), with trace dusky red (7.5R 3/3), reddish black 1:47 (2.5YR 2.5/1 ), and very dark greenish gray (5Y 3/1 ), weak to medium strong, laminated to 787.8 25.6 1:25 moderately bedded, fresh, interbedded with little to some laminated to very thin, mostly 5.0 (5.0) (5.0) Run 5 diffuse, LIMESTONE (MICRITE), dark gray (N 4/); trace bioturbation, trace calcite filled pits 2:39 100% 100%
and burrows, strong HCI reaction 2:20 (Lincolnshire Formation-Fieanor Member-Unit B)
- - 27.7ft: BJ, 45°, PS, T, B, II 2:59 3 04 f-o 782.8 30.6 : §l-~~l-~~f---c5~.0c--+-~2:"0C33~+-(=5~.0~)+-c(5~.=o)+~Ru-n~6---l~_-:cc_ ~ 1M 100% 100% ~ ""' 1:28 *-- ~ 1:16
- 777.8 35.6 1
- 14
~~-~~l-~~~5~.0;--t-~3:"0C20;;--+(~4~.8~)+-c(4~.~6)+~Ru-n~7---l~_-:cc 35.4,37.2ft: J, 60-65°, PR, PO, C, Ill, with calcite 0 3:00 96% 92% L2-31 36.1 ,37.1 ,37.7ft: BJ, 30°, PS/PR, T-PO, B/E, II-III ~
0 2:07 36.4ft: Mechanical break with abrasion and slight core loss 40.8ft: J, 60°, PR, T, B, II
~ -- ~ 1:45 ~ 2:02 *-
§ 7~72'=.~8r-_4~0"'".6"t-~;--t-~~+~cc+~~+-~n-~_:_-:cc
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50 8 2 2
" :::: ~~Vo ~~Vo Run ~- 7Z. 1_ -CALCAREOUSSILTSTONE,very duSkyred(5R2.5T3jtoduskyred (7.5R3!3) andtracevery- - +/-_1.
vo =-'- dark greenish gray (10Y 3/1), weak to medium strong, laminated to thinly bedded, locally with o 4:02 ...c.- moderately bedded appearance, fresh, interbedded with few to little laminated to thinly bedded 3 2:28 = - LIMESTONE (MICRITE), gray (N 5/); moderate to strong bioturbation with vertical and
""' =-'- horizontal burrows, strong HCI reaction 5gl-~7~67~.~81-~4~5~.6'+-~c--+-=:=;;---+-~cc+~~+-~~~~-'-=~
2 15 5.0 4:45 (5.0) (4.7) Run 9 45.9ft: BJ, 30°, PR, 0, B, II
~ 2:52 100% 94% 47.3ft: J, 60°, PR, T-PO, B, II u 218 - -
- ! 2
- 24 3 15
~~-.....7~62'=.~81-~5~0~.6'+~;--f-~
6 5.0
- =~+~cc+-=-~~;;--~~~==~*
3:04 (5.0) (5.0) Run 10 =~ u 2:40 100% 100%
~ 3:33 -* - ~ ~21 4 18 757.8 55.6 : -
0r-~~r-~~~5~.0;--t-~4:~35;;--+(~5~.0~)+,(5~.~0),r~R~u~n~11_,~ __ ~. 57.0,57.3ft: BJ, 30°, PR, T, B, II 5 3:15 100% 100% 59.8ft: J, 80°, SR, T, B, II UL-----L---~~--~----~----~--~----~--~----------------------------------------------------------------------~ Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-334 of 706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-215 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 813.4 ft (NAVD88) NORTHING: 570,925 US ft (NAD83) EASTING: 2,448,211 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 100.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438) DATE STARTED: 7/23/13 COMPLETED: 7/24/13 ICASING DEPTH: 9.4 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 2:05 - CALCAREOUS SILTSTONE, very dusky red (5R 2.5/3) to dusky red (7.5R 3/3) and trace very
- dark greenish gray (10Y 3/1), weak to medium strong, laminated to thinly bedded, locally with 2:38 -
moderately bedded appearance, fresh, interbedded with few to little laminated to thinly bedded 2:57 - LIMESTONE (MICRITE), gray (N 5/); moderate to strong bioturbation with vertical and 752.8 60.6 3:48 horizontal burrows, strong HCI reaction (continued) 5.0 (5.0) (5.0) Run 12 *- 60.5,63.8ft: J, 60°, PR, T, B-C, II-III, with calcite 2:53 100% 100% - 62.5,64.2ft: BJ, 30°, PR, T, B, II 2:27 *- 2:15 - 2:53 - 747.8 65.6 - 5.0 3:19 (4.9) (4.9) Run 13 -
*- Slight mechanical core loss at top of Run 13 2:49 98% 98% -
65.9,66.3,67.9,68.8,69.7ft: BJ, 30°, PR, T, B, II 3:25 *- 2:48 -* 3:17 - 742.8 70.6 - 5.0 3:34 (5.0) (4.8) Run 14 -
*- 71.0,73.9,74.4ft: BJ, 30°, PR, T, B, II 3:00 100% 96% -
*- 74.1ft: J, 60°, SR, PO, C, Ill 3:21 -
2:45 - 2:24 - 737.8 75.6 *- 5.0 3:28 (5.0) (4.5) Run 15 - -* 75.6ft: J, 60°, PR, PO, C, Ill, with calcite 2:41 100% 90%
*- 75.6ft: Mechanical break at oo with slight abrasion and core loss 75.9,76.0,76.5,79.1ft: BJ, 30°, PS, PO, B, II 3:27 -*
3:15 - L2-32 -* 3:32 *- 732.8 80.6 - 5.0 3:46 (5.0) (5.0) Run 16 - 80.7ft: BJ, 30°, PL, T-PO, B, II 2:13 100% 100% -*
*- 81.3ft: J, 60°, SR, PO, C, Ill, with calcite 83.9ft: SH, 30°, PL, VT, A, I, with calcite 2:52 -
3:15 - 3:25 727.8 85.6 - 5.0 4:05 (4.9) (4.7) Run 17 -
*- 86.5,86.7ft: BJ, 30°, PS, T, B, II 2:04 98% 94% - -* 89.6ft: J, 65°, UR, T-PO, C, Ill, with calcite 4:05 - -*
4:09 - 2:55 - -* 722.8 90.6 -* 5.0 3:41 (5.0) (4.2) Run 18 -
*- 90.7,91.0,92.9,93.1 ,93.3ft: BJ, 30°, PRIPS, T-PO, B, II 3:37 100% 84% -*
*- 91.9,93.0ft: J, 60°, PR, PO, C, Ill, with calcite
*- 93.0ft: J, 30°, PR, VT, A, I, intact with calcite 3:45 -
L2-33 3:45 -* 4:29 - -* 717.8 95.6 -* 5.0 3:25 (4.8) (4.8) Run 19
*- 98.4,98.7ft: BJ, 30°, PR, PO, B, II 3:11 96% 96% - -*
3:18 *- 3:21 -* 3:51 - 712.8 100.6 - 712.8 100.6 Boring and coring terminated at 100.6 feet. Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-335 of 706}}