ML18003A719
| ML18003A719 | |
| 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: ML18003A719 (5) | |
Text
Core Photographs Boring MP -417
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' 1\\ME'C PROJECT 6468 1 1072 s
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DfPTH~_(Il) TO ~Ill!
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IJ£J'1n ~Q_Q (I* ct) 7_-z..! 0 *lfiJ Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-554 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 I~_UN INTERV~Iftl REC (ft, -1"/ol ;~Qil !It -4~
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Core Photographs Boring MP -417 AJIEC PROJECT 6468131072 BORING MP.L!I? t30X (4:
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DEPTH ~+/-ittJ TO ::t:ft'1 111) /l CLJiCH RIVER 5 R PROJECT AMEC PROJECT 6468131072 IIORIHG tfP-417 BOX _16_
DEPTH
~~.t. r (ft)TO 1.~S*! (fl)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-555 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 RUN INTERVAL lftl REC lftl-1%\\ RQD lftl I%'
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Core Photographs Boring MP -417 MP-417-Boxes 17 and 18 CLINCH RIVER St. R PROJECT AMEC Plm IFCT Ct41ill13 1072
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AMEC PROJECT 6468131072 BORJ<<j tjP-411a x l'?;
DEPTH 300.I {ft) TO I !5. 0 1 (ft MP-417-Box 19 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-556 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 RUN llfTERVAL.!!!LREC lftl- (%li~QU (ft) - 1'/ol Rutl -~ _ P'--3z.o.\\*\\51 1
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-418 DRILL METHOD: Mud Rotary/Core COUNTY:
GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: M. Flanik DRILLER: J. Landeros/N. Molinalara Boring Orientation DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
811.6 ft (NAVD88) NORTHING:
570,500 US ft (NAD83) EASTING: 2,447,030 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 87.8 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 (337153)
DATE STARTED: 6/6/13 I COMPLETED: 6/11/131 HOLE DIA.: 4" ELEV.
(ft) 811.6 ts"l"l.t) 808.1 805.4 803.4 799.6 797.6 793.0 788.0 783.0 778.1 772.8 767.8 766.3 764.9 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 9
8 8
Hl
- 3.5 8
6 5
.11 6.2 2
4 6
. t10 8.2 7
11 20 3"1.
12.0 10-1---9-19 14.0 5
11 15 26*
18.6 10 15 14
.,29 23.6 10 10 9
19 28.6 8
18 13 31 33.5 4
7 11 18 38.8 3
2 2
43.8 19 50/0.3 45.3 34 50/0.2 46.7 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-557 of 706 I CASING DEPTH: 81.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 811.6 0.0 SS-1 FILL: SILTY GRAVEL with Sand (GM), light gray (10R 7/1),
medium dense, moist, fine to coarse subangular to angular I-gravel, little medium to coarse sand, little non-plastic fines, strong HCI reaction
ss:2 3.5ft: As above, to reddish gray (2.5YR 6/1 ), few fine to medium sand
~~----------------------6Q SS-3 t-FILL: Sandy ELASTIC SILT with gravel (MH), reddish brown (2.5YR 5/4), stiff, moist, moderately plastic fines, little fine to
~o~ medium sand, little fine to coarse angular gravel, strong HCI ~8Q SS-4
~~~~------------------1 FILL: SILTY GRAVEL (GM), gray (5YR 6/1), dense, moist, fine to coarse angular gravel, little non-plastic fines, few fine to coarse sand, strong HCI reaction I-
ss:s 12.0ft: As above, to weak red (10R 5/2), medium dense, subangular to angular gravel, few medium sand
~
14.0ft: As above, to weak red (7.5YR 4/2), medium dense, some non-plastic fines, little medium sand I-
ss:7 18.6ft: As above, subangular gravel, some low to moderately plastic fines, little medium to coarse sand 1-
~
23.6ft: As above, to weak red (10R 4/3), some non-plastic fines
~~---------------------_llQ RESIDUAL SOIL: Sandy SILT (ML), reddish yellow (7.5YR 6/8), hard, moist, non-plastic fines, some fine to coarse sand,
ss:g few angular fine gravel, no HCI reaction
~w~--------------------- _1_2Q RESIDUAL SOIL: FAT CLAY (CH), reddish yellow (5YR 6/8)
ss:i() ~
mottled with light gray (5YR 7/1), very stiff, moist, moderate
~
to high plasticity fines, no HCI reaction
~
~w+/-&.._--------------------- _IT Q RESIDUAL SOIL: SILT (ML), yellowish brown (10YR 5/6),
soft, moist, low plastic fines, no HCI reaction
~
1-
~~---------------------~3Q
~
WEATHERED ROCK: LIMESTONE, sampled as CLAYEY SS-12 ~
GRAVEL (GC) to SILTY GRAVEL (GM), reddish gray (2.5YR 50/0.
6/1), to gray (10YR 5/1-7.5YR 5/1), very dense, moist, fine to SS-13 ~
coarse subangular gravel, little moderately to low and
. 58/(}.2
~ ~-8 non-plastic fines, few to little medium to coarse sand, strong 46_8
~
HCI react1on t=
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
See last page of core log.
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-418 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
811.6 ft (NAVD88) NORTHING:
570,500 US ft (NAD83) EASTING: 2,447,030 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 87.8 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
6/6/13 COMPLETED: 6/11/13 I CASING DEPTH: 81.8 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 @ 46.8 ft 764.8 46.8 2.2 2:17 (1.8)
(0.0)
Run 1
~
104*0 LIMESTONE (MICRITE), grayish brown (10YR 5/2), weak, moderately bedded, moderately 40.i 3:18 82%
0%
weathered, trace laminated Calcareous SILTSTONE; trace pits, strong HCI reaction 762.6 49.0 (Lincolnshire Formation-Eidson Member-Unit A) 49.4 5.0 1:26/0.2 (1.8)
(0.0)
Run 2
~
- - ~
2 1._ 1 46.8-46.911: FZ, 25-45°, SR, mechanically broken 1:12 36%
0%
147.1,47.2,47.4,47.6,4~.8,47.9,48.2,48.3ft: BJ, 20°, PS-US, T-0, D, Ill I
0:02 I
0:02 1
47.1-47.2ft. FZ, 45-10, SR, MO, H, IV I
48.0ft: J, 45°, SR, VW, G, IV 1:04 k\\9.0-49.2ft: FZ, 30°, PR, 0, D, Ill I
0:28
~
CAVITIESN6TDS With WEATHERED ROCK and CLAY, recovered maTerial Ts LIMES'YONE 757.6 54.0 (MICRITE), grayish brown (10YR 5/2) to brown (10YR 5/3), extremely weak to weak, 5.0 2:29 (0.6)
(0.0)
Run 3 completely weathered to FAT CLAY (CH) with few thin beds of medium strong, moderately 2:55 12%
0%
~
weathered rock; strong to weak HCI reaction 50.0ft: Lost drill fluid circulation 0:07 50.0-52.0ft: Rod drop/fast drilling 0:09
~
54.4ft: Regained drill fluid circulation 0:02 55.6ft: Lost drill fluid circulation for remainder of boring 752.6 59.0 56.0-59.0ft: Rod drop/fast drilling 59.0-60.2ft: Washed out advancing casing 751.4 60.2
~
751.4 60.2 3.7 4:46/0.7 (1.6)
(0.7)
Run 4 LIMESTONE (MICRITE), gray (5YR 6/1 ), medium strong, very thinly to moderately bedded, 8:12 43%
19%
- ~o1._ 1 slightly weathered, trace to few very thin to thin chert beds (dark gray to black); trace stylolites, ~- §.1.4 0:47
~race to few calcite filled pits and sparry calcite "bird eyes", strong HCI reaction I
1:14 748 1 CAVITY7VOI5-No RecoverY. soiffilffi anywash8dawayduring corTrlg- -
63 5 747.7 63.9
~- ~
\\.6!.:_4.:fl~ft:_ F<Js_l_dril_lill9.""itll_r()(j _cJr~s ____________________ ~- -*
747.6 64.0 4.9 2:52/0.9 (2.4)
(1.5)
Run 5
~
LIMESTONE (MICRITE), as described above 9:27 49%
31%
_7+/-_6,+/-_ 1 63.9-64.0ft: Washed c;,ut advancing casing
__ ~-2 0:26
§~O~~f_t,_F~, ~5~5_, LJ_S,_P_Q, _c;, _Ill ___________________ _ I CAVITY/VOID-No Recovery, soil fill if any washed away during coring 5:14 743_9 65.2-67.7ft: Fast drilling with rod drops 67_7 742.7 68.9 15:17 LIMESTONE (MICRITE), as described above, 68.9-69.0ft: Washed out advancing casing 68.7ft: J, 45°, PS, PO, B, Ill 742.6 69.0 5.1 7:36 (2.5)
(0.9)
Run 6 I
_7+/-_12._ "'"6~}ft: _§_J,]CJ", ~S_,_ 0_,_ B_,_ll ________________________ r- ~.7 5:33 49%
18%
~ 7+/-_11._ ""'-C~'v'I_T"\\"/V()I[)-t-Jo Be<:O'IElfY. ~il_fill_if ~n)I__W~S~d_a\\,\\/_a)l__dLJ_rill(J (;()rirlg_-------- r- "7().5 1:12 7+/-_01._ _LII\\t1~!91'J_EjM_I_C_I3_1~),_a~
d_EJ_S(;I'i~d_<Jb<JV_EJ_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ "7_1.5 0:32
~
CAVITY/VOID-Poor Recovery, recovered material is FAT CLAY (CH), yellowish red (5YR 5/6),
with few fragments and lenses of moderately to slightly weathered LIMESTONE (MICRITE) 1:20/1.1 737.5 74.1 5.0 5:52 (2.5)
(0.0)
Run 7
~
71.5-74.1ft: Fast drilling with rod drops 1:20 50%
0%
75.1-79.1ft: Fast drilling with rod drops 0:36 2:24
~
732.5 79.1 0:06 5.0 1:05 (3.1)
(0.0)
Run 8 79.1-81.1ft: Fast drilling with rod drops 2:57 62%
0%
~
_7}_0&_---------------------------------- -- §_1.0 10:33 LIMESTONE (MICRITE), as described above 10:50 727.5 84.1 13:04 2.5 10:50 (2.4)
(1.5)
Run 9
~
81.1-83.1ft: FZ, 25-45, PS-PL, C, Ill 13:39 96%
60%
83.3,83.6,84.8ft: J, 45°, SS-UR, B-C, I-III 725.0 86.6 85.2,85.4,85.6,86.3ft: SH, 45°, PL-UL, C, Ill, with calcite 9:36/0.5 1.2 20:46 (0.0)
(0.0)
Run 10 86.6-87.8ft: NO RECOVERY-drilled thru casing with core barrel, recovered metal pieces.
723.8 87.8 0%
0%
723.8 Boring terminated at final depth drilled and abandoned/backfilled per AMEC and BECHTEL (____§Z,§_
26:35/0.2
\\agreement; boring replaced with offset boring MP-418A Boring and coring terminated at 87.8 feet.
Observed water levels:
13.8 ft, bgs, AM 6/8/13 54.1 ft bgs, AM 6/9/13 54.1 ft bgs, AM 6/10/13 53.9 ft bgs, AM 6/11113 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-558 of 706