ML19030A496

Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 41-44

ML19030A496
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: ML19030A496 (4)

Text

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072 CLINCH RIVER SMR PROJECT RUN INTERVAL 1111 REC lfll - __1%1 RQO Ill -b-l AMEC PROJEC r 646/113 1072 R.,..,~\ IVS ' 1'1{1 ~ * .o;\ _ _ , '>a' ~}

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CLINCHRIVER SMR1-'1 OjECT AMECPROJECT li:lfiH 13 11!72 Rv.l ~I <oo' l!l<>:l:t' 1!,1\* ('1'&.

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- ~ r roo*t. 1 So ltoo"t.J Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-41 of 706

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072

, UN INTEI~V/IL lhUlEC lliJ...=.i.,_l_I_!Q.I.) If') - I' '\

- - - -- s.~'(too .) s.o; ctoo?.)

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>.0 ' ' { J 5o' 100'1,)

~,.) 51 <.'>boil - t{S',"' 4,f (ti\j '1!1' {'fS'tJ ....

s.a {too-..) s.Ci (too-r,)

_Kv.-1 52. __'ZS>.f..'"ZJJ:l.C:. -S:'t +~)-5;1.'-(r~u -*

CL1 CH RIVER SMR 1'/WJECT IWN INTEtW!<l Hit _R~l. l!__

MEC PROJECT 6< 68 13 11l72 ll'~~o~ 53 _w.:.~, '-If(~~*!.) 311' ('1"'11) s.o*

ll,j '511 ~0 (100'1.)

BORING MP- /02 so~J:L_ 2.1.S'. ~-vo.~ ..::-. ~,,GO.,.,)

ozloO." tit) TO '2.15'" tftl r",.. c;s 7.10~--~ ~,* (Yt"/.J ((_,. (,,.JJ Dt:PT~ .,

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CUNCH RIVER SMR PROjECT RUN INTERVAL lfll I~EC (f9;- (%) RQD (ft) (0/.,)

AMEC PROJECr 64Gil 13 11!72 46 (52'7.)

"R.,~ Sic S.D (lt>o"/.) 'l.s' l'iD'Ia) w-*

Rox_l_'l_ l?v>l 5:1 'U0-1.' *u'S.b $;.tl (too 'I*) s.o' (loa'/.)

,_ - ----.r. 9' (98 %) -

~\04 5'9. 2~-b- 1..'io.{,' s. e' Cloo'~l{ .f ('l~t.)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-42 of 706

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072 AMECPIWJECr fi.lfili 1311!~

HP-101..

BORING

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-'2-.1 -

MP-1 02 -Boxes 22 and 23 AMEC PROJECT 6Moli 13 11172

' BORING f"P*Ibt. ROX ~

UEPTK 3?.0 .U. jlt)lO "!>'>'> *~_(ft)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-43 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: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-103 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 800.6 ft (NAVD88) NORTHING: 570,287 US ft (NAD83) EASTING: 2,448,368 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 174.5 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (R308)

DATE STARTED: 8/18/13 I COMPLETED: 8/21/131 HOLE DIA.: 4" ICASING DEPTH: 20.1 ft ICORE SIZE:HQ3 IBITS 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 800.6 Ground Surface 800.6 0.0 tsUU.tl_ u.u 1 3 4 SS-1 1- FILL: GRAVELLY LEAN CLAY (CL), red (2.5YR 4/6) with

{0~

7 gray (10YR 5/1) to reddish brown (5YR 4/3) with yellowish brown (10YR 5/6), medium stiff to stiff, moist, low to 798.1 2.5 moderate plasticity fines, some fine to coarse angular gravel,

---

ss:2

~

4 5 6 few fine to coarse sand, trace organics, strong to weak HCI 11

_ reaction (PP=1.25-3.0 tsf) _

~

v 796 1 45 795.6 5.0 ~-FiLL:FATc'LA wiih Gravel (cH). redCiiSti br-own(2.svR-* ~

2 3 3 SS-3A SS-38 1- 5/4) to brown (10YR 5/3), medium stiff, moist, moderate 6

tr_ 6 plasticity fines, little fine to coarse angular gravel, trace to 7 0

~~

t-93~ew fine to coarse sand, weak HCI reaction (PP=1.0 tsf) J - '--

792.8 7.8 FiLCC"EANcCAvWiih-Gravel(cli.9rayishtiiOwn(1ovR 3 2 1 ----ss:l 5/2), soft, moist, low to moderate plasticity fines, little fine to

.~3 . 791.1 coarse angular gravel, few medium to coarse sand, weak _9&

I

~

790.3 10.3 IHCI reaction (PP=0.5 tsf) 1 2 3 SS-5 1- FILL:FAT-CLAY wiil Gravei(CH), grayiSh brown(iOYR fr 88 6 5/2), medium stiff, moist, moderate plasticity fines, little fine 12 0 788.4 12.2 -'-1 angular gravel, few to little medium to coarse sand, weakr--"'

J

~

6 20 45 SS-6 tHCI reaction (PP=1.0 tsf) 65 RESIDUAL soTL.:cL:AYEY SAND WithGravei(Scj;""paie

~

~86.1 brown (10YR 6/3), very dense, moist, fine to coarse angular 14&

785.5 15.1 lsand, some fine to coarse angular gravel, little low t o l 26- 1- SS-7 1- \moderate plasticity fines, strong HCI reaction (PP=1.5 tsf) I 9B lf_83.6 REsiDUALSOil: CLAYEY-GRAVEL wiih Sand(GC)~ale 17.0

~ t--1 brown (10YR 6/3), very dense, moist to wet, fine to coarser-~

\angular gravel, little medium to coarse sand, little low to/

780.6 20.0

~ Lmoderate plasticity fines, strong HCI reaction (PP=1.5 tsf) J WEATHERED ROCK:-LiMEsro"NC sampied-as WELL

~ 780.4 GRADED SAND with Gravel (SW), dark gray (10YR 4/1~;r 50/0.2 SS-8

~

1- tery dense, wet, medium to coarse sand, little fine angular gravel, trace non-plastic fines, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

6.9 ft bgs, AM 8/19/13 6.1 ft bgs, AM 8/20/13 1- 22.6 ft bgs, AM 8/21113 1-1-

1-1-

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-44 of 706