ML19030A557
| ML19030A557 | |
| 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: ML19030A557 (6) | |
Text
I CLINCH RIVER SMR ROJECT AMEC PR T 6468131072 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-540 of 706
!WN I~Ti~.~AL (ft) REC lftl (%) RQD 1ft)_ f'M q s.o 46 S.l.
~--*
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4,7 7if'~
5" s.o ".,
& s.o
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II
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MP-416-Boxes 5 and 6 AMEC PIWJECT !i*l6813 11J72 BORING tAP-Yr' _BOX___:::....__
MP-416-Boxes 7 and 8 RUN INTERVALj_ft\\ REC I ttl - (%\\ RQll_Ul -
{k s=o
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CLINCH RNER SMR PROJECT AMEC PROJECT 6468 13 1072 0 It-%'
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-541 of 706
IWN INTERVAL lfll REC (111-I'Jt:;
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-542 of 706
.. ~
RUN INTERVAL ftlJ~ECjftl- ("'uli~QD !ft) - !"!.I t.t) 50'", q 1 6.0 ~5:0 roc>?
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CLINCH RJVEH SMR J'IWJECT 11/..rEC I'IWJECT f,tlf.ll13 11172 l101liNG M p 'i 1 ~
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f~MEC I'IWJECT fi.:GIJ 13 11172 11()RING A\\? 'i!b 130X_i..Y_
I~UN INTERVAL (ftl REC (Ill - 1'7*1 ROO 1111 1M 37 c,.r-
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IWN I ERVAL tftl llEC lftl-I'Ynl ROD 11\\l-l ~ol
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MP-416-Boxes 15 and 16 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-543 of 706
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CL1 CH RIVER SMR PIWJECT AMEC PROJECT (1468 13 HJ72 BORING t\\1 P* 4((,
BOX_I_S_
DEPTH ) ot., 7
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-544 of 706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN DRILLER: S. Snow/D. King Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: R. Clark BORING NO.:
MP-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Boring Orientation Inclination: Vertical GROUND ELEV.:
772.7 ft (NAVD88) NORTHING:
569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 320.1 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 (373705)
DATE STARTED: 6/12113 I COMPLETED: 6/23/131 HOLE DIA.: 4" I CASING DEPTH: 43.0 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 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-545 of 706 80 SAMP.
L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS 772.7 SS-1 m FILL: LEAN CLAY (CL), brown (10YR 4/3), medium stiff, m
moist, moderately plastic fines, few fine to coarse sand, trace 0.0
~
fine subangular gravel, trace roots, weak HCI reaction
~
m~
9 7
FiLL: ELASflc siLT(Mi=tf olive gray(5Y 412), Stiff. moiSt-, _
3 Q
ss-2 low to moderately plastic fines, few fine to medium sand, I-----+IL,L,L,I-"~6u_,t~c~~ ~u~o~n~~g~v~._!!:a~ _!9~S~~~H_9 ~~ti~ _,._5Q
ss::l ~
FILL: Sandy LEAN CLAY (CL), olive gray (5Y 4/2), very stiff, m
moist to wet, low to moderately plastic fines, little fine to m
medium sand, few fine angular gravel, strong HCI reaction
~~I-7.4ft: As above to weak red (7.5R 4/2), stiff, some fine to
~
coarse sand, trace to few wood fragments/organics 8&5~
-~
S&B;si-10.0ft: As above to dark reddish gray (5YR 4/2) 12.5ft: As above to reddish brown (5YR 4/3), medium stiff
-!S SST~ 75~~0f~ ~ ~:~o~:w~ ~~R ~~ :e~ _______
16&
ss-s ~
RESIDUAL SOIL: FAT CLAY (CH), reddish brown (5YR 4/3),
~I-stiff, moist, high plasticity fines, few fine to coarse sand, few
~
754~ fine to coarse subrounded to subangular gravel, weak HCI,.J8§.
~~~~------------------1 RESIDUAL SOIL: Sandy SILT (ML), brown (10YR 4/3), stiff, moist, non-plastic to low plasticity fines, some fine to coarse sand, trace fine to coarse subangular to angular gravel, weak to no HCI reaction, trace organics (roots)
~47.7 25.0
~ -RESIDUAL soiL:-LEAN CLAT(cL)," brown-(7."5YR-4i2)-, --"'
~
hard, moist, low to moderately plastic fines, trace to few fine
~
to medium sand, no HCI reaction 8&11;sl-
-;s iS
~
8&12;sl-
-~
~
~~
3~WEATHERED-ROCK-CALCAREOUS-siLTSTONE~
Q
~ss~-1=3----~--'~
C:::
sampled as Sandy SILT (ML), olive (5Y 5/3) to dark gray (N
~
4/), hard, dry, non-plastic fines, some fine to coarse sand,
- c;--, '
trace fine to coarse gravel sized angular rock fragments,
~
strong HCI reaction, rock fabric
~
~fR9.7 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
15.5 ft bgs, AM 6/13/13; 6.2 ft bgs, AM 6/18/13 20.1 ft bgs, AM 6/19/13; 18.0 ft bgs, AM 6/20/13 19.4 ft bgs, AM 6/21113; 28.1 ft bgs, AM 6/22/13 1-26.5 ft bgs, AM 6/23/13 43.0