ML18003A506
| ML18003A506 | |
| 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: ML18003A506 (4) | |
Text
Core Photographs Boring MP-102 CLINCH RIVER SMR PROJECT AMEC PROJEC r 646/113 1072 IJC"IIIJI) _ p */Q?
tlO.>. _.!)___
Clinch River SMR Project AMEC Project No. 6468-13-1072 RUN INTERVAL 1111 REC lfll - __1%1 RQO Ill -b-l R.,..,~\\
IVS
' 1'1{1 ~ *.o;\\ _ _,
'>a ' ~}
11.. 'l "0!*~<><;~:
'"-b (a>>*~o) s,; lrOO'll.l
_!u>l 4~ _I'K ~- <...... *n' ~~*M
.. ~:.r - **r
~
........_~. ~
CLINCH RIVER SMR 1-'1 OjECT AMEC PROJECT li:lfiH 13 11!72 IJtJ lNG !jp IDL.
liDX J.!:L___
IJEPTH_l.Oo lP_
j/1)10 _2-t s-~t ll)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-41 of 706 Rv.l ~I
<oo' l!l<>:l:t'
~-~ l{l_
~.c.: 1\\~lo "R... 4~
21o.!D
- 2.t!l:t.:
1!,1\\* ('1'&.
~o* (too*~
5o,co-.)
--S.+--1-too-'fl}
~ ~ f~oct~~ ~
t>: floo*~.
~-,...,....
1.4
- £<w"t,r
- ~ r roo*t. 1 So ltoo"t.J
Core Photographs Boring MP-102 CL1 CH RIVER SMR 1'/WJECT MEC PROJECT 6< 68 13 11l72 BORING MP- /02 so~J:L_
Dt:PT~ ozloO."
tit) TO '2.15'" tftl Clinch River SMR Project AMEC Project No. 6468-13-1072
, UN INTEI~V/IL lhUlEC lliJ...=.i.,_l_I_!Q.I.) If') - I' '\\
s.~'(too.)
s.o; ctoo?.)
"R.,,J So _t.KI.'*-~1.'" ~
'"'II) '"'"""
- >.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 -*
IWN INTEtW!<l Hit _R~l. l!__
ll'~~o~ 53 _w.:.~,
'-If(~~*!.)
311' ('1"'11) ll,j '511 s.o*
2.1.S'. ~-vo.~
..::-.~,,GO.,.,)
~0 (100'1.)
r",.. c;s 7.10~--~
~,* (Yt"/.J
((_,. (,,.JJ
. ;-.....* ',-4--:.-~~
CUNCH RIVER SMR PROjECT AMEC PROJECr 64Gil 13 11!72 Rox_l_'l_
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-42 of 706 RUN INTERVAL lfll I~EC (f9;- (%) RQD (ft)
(0/.,)
46 (52'7.)
"R.,~ Sic S.D (lt>o"/.) 'l.s' l'iD'Ia) w-*
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.)
Core Photographs Boring MP-102 AMECPIWJECr fi.lfili 1311!~
BORING HP-101..
flCJX '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 Clinch River SMR Project AMEC Project No. 6468-13-1072
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-103 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: J. Terry DRILLER: G. Akins/K. Amburn Boring Orientation 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 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 8/18/13 I COMPLETED: 8/21/131 HOLE DIA.: 4" ELEV.
(ft) 800.6 tsUU.tl_
798.1 795.6 792.8 790.3 788.4 785.5 780.6 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 1
3 4
7 2.5 4
5 6
11 5.0 2
3 3
6 7.8 3
2 1
.~3.
10.3 1
2 3
12.2 6
20 45 65 15.1 26-1--40- 20.0 50/0.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-44 of 706 I CASING DEPTH: 20.1 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 800.6 0.0 SS-1
~
1-FILL: GRAVELLY LEAN CLAY (CL), red (2.5YR 4/6) with gray (10YR 5/1) to reddish brown (5YR 4/3) with yellowish
{0 brown (10YR 5/6), medium stiff to stiff, moist, low to
ss:2 moderate plasticity fines, some fine to coarse angular gravel,
~
few fine to coarse sand, trace organics, strong to weak HCI 796_1 reaction (PP=1.25-3.0 tsf) 4_5 SS-3A ~
~-FiLL: FAT c'LA v wiih Gravel (cH). redCiiSti br-own(2.svR-* ~
SS-38 1-5/4) to brown (10YR 5/3), medium stiff, moist, moderate
~
tr_93 6 plasticity fines, little fine to coarse angular gravel, trace to 7 0 t- ~ew fine to coarse sand, weak HCI reaction (PP=1.0 tsf)
J- '--
ss:l FiLCC"EANcCAvWiih-Gravel(cli.9rayishtiiOwn(1ovR
~
5/2), soft, moist, low to moderate plasticity fines, little fine to 791.1 coarse angular gravel, few medium to coarse sand, weak _9&
~
IHCI reaction (PP=0.5 tsf)
I SS-5 1-FILL:FAT-CLAY wiil Gravei(CH), grayiSh brown(iOYR fr88 6 5/2), medium stiff, moist, moderate plasticity fines, little fine 12 0 SS-6
~
-'-1 angular gravel, few to little medium to coarse sand, weakr--"'
tHCI reaction (PP=1.0 tsf)
J RESIDUAL soTL.:cL:A YEY SAND With Gravei(Scj;"" paie
~
~86.1 brown (10YR 6/3), very dense, moist, fine to coarse angular 14&
lsand, some fine to coarse angular gravel, little low tol SS-7 1-
\\moderate plasticity fines, strong HCI reaction (PP=1.5 tsf)
I 9B lf_83.6 REsiDUAL SOil: 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/
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 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-