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{{#Wiki_filter:}} | {{#Wiki_filter: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' ~} | ||
IJC"IIIJI) _ p */Q? tlO.>. _.!)___ 11 .. 'l "0!*~<><;~: '"-b (a>>*~o) s ,; lrOO'll.l | |||
_!u>l 4~ _I'K ~- <...... *n' ~~*M | |||
. .- ., .. ~:.r - **r | |||
- ~ | |||
........_~. | |||
~ | |||
CLINCHRIVER SMR1-'1 OjECT AMECPROJECT li:lfiH 13 11!72 Rv.l ~I <oo' l!l<>:l:t' 1!,1\* ('1'&. | |||
IJtJ lNG !jp IDL. liDX J.!:L___ ~-~ l{l_ ~.c.: 1\~lo ~o* (too*~ | |||
5o ,co-.) | |||
IJEPTH_l.Oo lP_ j/1)10 _2-t s-~tll) "R... 4~ 21o.!D *2.t!l:t.: --S.+--1-too-'fl} | |||
~ ~ f~oct~~ ~ t>: floo*~. | |||
~- , ...,.... 1.4 * £<w"t,r | |||
- ~ 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?.) | |||
"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 -* | |||
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~ ., | |||
. ;- .....*',-4--:.-~~ | |||
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 | |||
--- - 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 | |||
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}} |
Latest revision as of 02:04, 17 March 2020
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' ~}
IJC"IIIJI) _ p */Q? tlO.>. _.!)___ 11 .. 'l "0!*~<><;~: '"-b (a>>*~o) s ,; lrOO'll.l
_!u>l 4~ _I'K ~- <...... *n' ~~*M
. .- ., .. ~:.r - **r
- ~
........_~.
~
CLINCHRIVER SMR1-'1 OjECT AMECPROJECT li:lfiH 13 11!72 Rv.l ~I <oo' l!l<>:l:t' 1!,1\* ('1'&.
IJtJ lNG !jp IDL. liDX J.!:L___ ~-~ l{l_ ~.c.: 1\~lo ~o* (too*~
5o ,co-.)
IJEPTH_l.Oo lP_ j/1)10 _2-t s-~tll) "R... 4~ 21o.!D *2.t!l:t.: --S.+--1-too-'fl}
~ ~ f~oct~~ ~ t>: floo*~.
~- , ...,.... 1.4 * £<w"t,r
- ~ 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?.)
"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 -*
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~ .,
. ;- .....*',-4--:.-~~
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
--- - 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
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