ML18003A678

From kanterella
Jump to navigation Jump to search
Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix B.1 Geotechnical Logs Part 43 Pages B.1-371 Thru B.1-379
ML18003A678
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: ML18003A678 (9)
v • d • e


Text

ame GEOTECHNICAL CORING LOG SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-220 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.2 ft (NAVD88) NORTHING: 571,147 US ft (NAD83) EASTING: 2,448,232 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/19/13 COMPLETED: 7/22113 ICASING DEPTH: 23.7 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.

(Min/ft)  %  % G Continued from previous page 6:15 100% 100% -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), medium strong to strong, laminated to

.C.."""C"-

5:00 -

  • - thinly bedded, locally with moderately bedded appearance, slightly weathered to fresh,
  • - interbedded with few to little, mostly laminated to thin, locally to moderately bedded, 4:15 -

- LIMESTONE (WACKESTONE/MICRITE), bluish gray (5PB 6/1) to greenish gray (10Y 5/1);

6:00 -

mod. to strongly bioturbated, strong HCI reaction (Lincolnshire Formation-Fieanor 731.9 81.3 -

Member-Unit B) (continued) 5.0 5:30 (5.0) (5.0) Run 12 86.0ft: BJ, 30°, PL, PO, B, II L2-36 3:45 100% 100% _ " @ . 0 & _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - !g.6 D

_ LIMESTONE (WACKESTONE/MICRITE), greenish gray (1 OY 6/1 ), strong, very thinly to thinly 4:15 bedded, fresh, interbedded with little laminated to thin Calcareous SILTSTONE, dark greenish 4:15 gray (10Y 3/1); strong HCI reaction 4:30 726.9 86.3 726.9 86.3 5.0 6:30 (5.0) (5.0) Run 13 -

- - - -CALCAREOUS-sII.fSfONE-;- Clark greenish-gray-( 1Qy 371 f strong-;- laminated to tilirlly-- -

4:00 100% 100% -

  • - bedded, fresh, interbedded with little, mostly very thin to thin, locally moderately bedded,

""C"=- LIMESTONE (WACKESTONE/MICRITE), greenish gray (10Y 6/1) to dark olive gray (5Y 3/2);

4:00 -

  • - slight bioturbation, strong HCI reaction 6:00 -

90.9ft: BJ, 30°, PS, T, B, II 6:00 -

721.9 91.3 -

5.0 8:00 (5.0) (5.0) Run 14

- 93.3ft: BJ, 30°, PS, T, B, II 6:45 100% 100% -

.C..""C"-

5:00 -*

7:00 -

5:45 -

716.9 96.3 -

5.0 8:30 (5.0) (5.0) Run 15 -

100.3ft: BJ, 30°, PS, T, B, II 6:30 100% 100% -

=-'--

6:30 -

6:00 -

8:00 -*

711.9 101.3 *- 711.9 101.3 Boring and coring terminated at 101.3 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-371 of 706

RUN INT ERV~L,_J ftl REC lf!l.=j'Y.l RQI) If'\ - 11..1

(} 't:C. ~~,) / -irroux) ( ~ 1 ( So.>-)

AMEC PROJECT 646813 1072

~) S .o<!lq)( S .o ( looK)/ 'H (n<-1 1

BORING 1"?*'1-t O BOX _ I_ _

3:> ~.o (3~~>)JS.o { lo<U) I '!.8 (% ,;-)-

. -- ,._,____ -;-::::::....-~:-'~- ...,_ ..-.....~- __;._ ----- _.,.

__.____ - - - ~

MP-220 -Boxes 3 and 4 CLINCH RIVER SMR PROJECT AMEC PROJECT 6468131072 0

..;_;_!........:O.....:.;:;._ BOX ___.2.___

711 (ft)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-372 of 706

MP-220 -Box 5 CLINCH I~IVER SMR PROJECT AMEC PRU ECT 64 3 1072 fiORJNG 1"1 p ? ? X ~

'D~Tfi tJ (, .) fft) 'rO (ot '3 Ill

? _, 4 .. ,. ' It 0 10 1t ... ,, ,. " .

~

..-.-.':. -- - ~ --

' ---- -,;:...- .....~......,........~ ' .. ~ . .

- ~~

4tllloo................ ..l,- - -1f* -~ f, ... * - - - -- -*

... - - - ..\. ';

0 O,M _ _

~ -

- ~ .,.,.~

-~- ---- ---~.~_

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-373 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. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.1 ft (NAVD88) NORTHING: 571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.2 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (163745)

DATE STARTED: 7/23/13 I COMPLETED: 7/24/131 HOLE DIA.: 4" I CASING DEPTH: 5.5 ft ICORE SIZE:HQ3 I BITS 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 813.1 Ground Surface 813.1 0.0 ts"l6."1 u.u 9 43 47 SS-1A FILL: LEAN CLAY with Gravel (CL), brownish yellow (10Y~[

90 ss- 1 8 6/6), stiff, moist, moderate plasticity fines, little fine to coarse

- angular gravel, trace coarse angular sand, strong HCI 810 _1 reaction 3 _0 809.8 3.3 ss-2 ~ 1...-F.\RESIDUAL SOIL: Gravelly SILT with Sand (ML), hard, dry,/_.,..

50/0.2 50/0.2

~~ \non-plastic fines, little fine to coarse angular gravel, little fine/

~~08.1 ~ ~a~~~~~~d_,_:;~~ !:!_C_!_!"~c_!!9~ _____ _j _5Q 807.4 5.7 ~----o~--l~'c:-A \wEATHERED ROCK: CALCAREOUS SILTSTONE,/

50/0.1

. 50/0,1 ss-3 =- \sampled as WELL GRADED SAND with Silt and gravel/

~ \(SW-SM), gray (N 6/), very dense, dry, fine to coarse angular/

~ lBo4 \sand, little fine to coarse angular gravel, few non-plasticj 804.9 8.2 p==F====IF-cr..-;r;-:oi---+----lf--:-_:_.:........:__:__:_.:........:_:_....:._:........:._:_...:.._:........:._:_~~l+--l-oo::;,...-i==¥"~* i!!!:Jes, strong HCI reaction 8

_j~

50/0.1

~ WEATHERED- -ROCK:- CALCAREOUS- SiLTSTONE, sampled as WELL GRADED GRAVEL with Sand (GW), gray (N 6/) to dusky red (2.5YR 3/2), very dense, dry, fine to coarse angular gravel, little fine to coarse angular sand, trace to little non-plastic fines, strong HCI reaction r Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

3.6 ft bgs, AM 7/24/13 13.5 ft bgs, AM 7/25/13 1-1-

r d

~

1-C/o 0

0 g""'

0"' 1-

~

u""'

g""'

~

~

r

~

~

0

~

UL---L--~~-~--~-~~---------------~-~-~----------------------..J r

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-37 4 of 706

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.1 ft (NAVD88) NORTHING: 571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/23/13 COMPLETED: 7/24/13 ICASING DEPTH: 5.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REG. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) ~It) ~It) NO.

(Min/ft)  %  % G Begin Coring @ 8.3 ft 804.8 8.3 3.0 7:45 (3.0) (3.0) Run 1 -

OU4.0 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), dark reddish gray (2.5YR 4/1) to 0.

7:00 100% 100% -

  • - reddish black (2.5YR 2.5/1 ), medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, slightly weathered to fresh, interbedded with little 6:00 -

to some, mostly laminated to very thin, locally thinly bedded, LIMESTONE 801.8 11.3 -

5.0 5:00 (5.0) (5.0) Run 2 -

(WACKESTONE/MICRITE) with trace (PACKSTONE/GRAINSTONE), greenish gray (10Y 100% 100%

- 5/1), dark greenish gray (10Y 4/1), and dark gray (N 4/); strongly bioturbated with vertical 4:30 -

and horizontal burrows, trace calcite filled pits and burrows, disturbed bedding through-out, 4:00

  • - strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 3:30 9.4,10.6ft: BJ, 25°. US-PR, T, B, II
  • - 11.8ft: J, 70°, PR, VT-PO, C, Ill 3:45 *-

796.8 16.3 15.1ft: J, 60°, SR, T-PO, B, II 5.0 3:45 (5.0) (4.9) Run 3 -

  • - 16.3,18.7,20.2ft: BJ, 30°, PS-PR, T, B, II 16.6-16.7ft: FZ, 30°, PS, T-PO, B-C, II (bedding joints) 3:30 100% 98% -

3:15 -

3:45 -*

5:15 *-

791.8 21.3 5.0 7:00 (5.0) (5.0) Run 4 -

23.2ft: BJ, 30°, PR, T-PO, B, II 5:00 100% 100% -

  • - 23.8ft: J, 60°, SR, T-PO, B, II 4:00 -

3:45 -

4:00 *-

786.8 26.3 -

5.0 4:45 (5.0) (4.9) Run 5 -

- -* 28.4,28.5,29.7ft: BJ, 30°, PS, T-PO, B, II 4:30 100% 98% -

4:00 -*

4:00 -

4:30 *-

781.8 31.3 -

5.0 4:30 (5.0) (4.2) Run 6 -

32.0,32.6,32.7,33.3,36.0ft: BJ, 25-30°, PS, T-PO, B,11-111 4:00 100% 84% -*

  • - 32.7ft: J, 65°, PR, T, B, II
  • - 35.7-35.8ft: FZ, 30°, PS, T-PO, B, II 4:30 -

4:00 -

4:15 - -*

776.8 36.3 -

5.0 4:00 (5.0) (4.7) Run 7

  • - 38.1 ,38.5,40.1ft: BJ, 30°, PS, T-PO, B, II 3:45 100% 94%

- -* 38.4ft: J, 60°, PR, T-PO, B, II 4:30 *-

4:15 -

4:15 - -*

771.8 41.3 -*

5.0 4:30 (5.0) (4.3) Run 8

  • - 41.9ft: J, 60°, PR, PO, B, II 4:45 100% 86% -*

42.2,43.2,43.6,45.1 ,45.3ft: BJ, 30-35°, PR, T-PO, B, II

- 44.0ft: J, 65-80°, SR-UR, PO, B, II 4:30 -

  • - 45.8ft: FZ, 30°, PR, P0-0, F, II, mechanically broken 4:45 -*

4:00 - -*

766.8 46.3 5.0 4:00 (5.0) (5.0) Run 9 -

  • - 49.6,50.6ft: BJ, 30°, PS-US, T-PO, B, II 4:00 100% 100% *-

4:00 -

4:00 -*

4:30 -

761.8 51.3 -

5.0 4:15 (5.0) (5.0) Run 10 -*

  • - 52.4ft: J, 70°, PR, PO, B, II 52.5,52.8,53.4,55.0ft: BJ, 30°, PS-PR, T-PO, B, II 5:00 100% 100% -

- 54.3ft: J, 30-80°, SR-UR, T-PO, B, II 4:45 -*

4:15 -*

4:30 *-

756.8 56.3 4 4:30 14 14'i" Run 11 'iR R 'iQ n 'iQ 1 'iQ R Rn 4 R1 nft* R.l 1n.'l'i 0 PS-PR T.P() R.r.11-111 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-375 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.: MP-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 813.1 ft (NAVD88) NORTHING: 571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)

DATE STARTED: 7/23/13 COMPLETED: 7/24/13 ICASING DEPTH: 5.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REG. ROD SAMP.

RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) ~It) ~It) NO.

(Min/ft)  %  % G Continued from previous page 100% 92% -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), dark reddish gray (2.5YR 4/1) to 4:30 -

- reddish black (2.5YR 2.5/1 ), medium strong, laminated to very thinly bedded, locally with 4:30 -

  • - moderately to thickly bedded appearance, slightly weathered to fresh, interbedded with little 3:30

- to some, mostly laminated to very thin, locally thinly bedded, LIMESTONE (WACKESTONE/MICRITE) with trace (PACKSTONE/GRAINSTONE), greenish gray (10Y 5:15/0.9 -

5/1), dark greenish gray (10Y 4/1), and dark gray (N 4/); strongly bioturbated with vertical 751.9 61.2 -

5.0 7:00 (5.0) (5.0) Run 12 -

and horizontal burrows, trace calcite filled pits and burrows, disturbed bedding through-out, 100% 100%

  • - strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) (continued) 7:00 -

61.9,63.8,64.6,65.9ft: BJ, 25-30°, PS-PR, T, B, II 3:45 -

4:30 -

4:00 *-

746.9 66.2 -

5.0 4:30 (5.0) (5.0) Run 13 -

68.2,69.6ft: BJ, 25-30°, PS, T-PO, B, II 3:15 100% 100% -

  • - 70.0ft: J, 80°, UR, T-PO, B, II 3:15 -*

7:00 -

8:00 -

741.9 71.2 -

5.0 5:00 (5.0) (4.8) Run 14 -

72.6,72.7,73.2,73.7ft: BJ, 25-35°, PS-US, T-PO, B, II

_7+/-.o,+/-_ _7+/-:_4ft: J,_ 6Cr,_P~ !::'=9..!3._11 _______________________

6:45 100% 96% 72.7

~

- LIMESTONE (WACKESTONE/GRAINSTONE), dark gray (N 4/), strong, thinly to moderately 4:30 bedded, fresh, with some laminated to very thin Calcareous SILTSTONE, very dark greenish 4:45 738 0 gray to greenish black (1 OY 3/1 to 1OY2 5/1) and very dusky red to reddish black (2.5YR 75 1 4:00

- - '-- ~~5~-~51_1):ji~urbecj ~cJcjill(J.~trcJ_n_(J_ H_c:;l_r_e<Jeticm_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - -*

736.9 76.2 -

CALCAREOUS SILTSTONE, very dusky red (2.5YR 2.5/2) and reddish black (2.5YR 2.5/1),

5.0 4:30 (5.0) (5.0) Run 15 -

  • - medium strong to strong, laminated to thinly bedded, fresh, interbedded with little to some, 4:15 100% 100% -

laminated to thin LIMESTONE (WACKESTONE/GRAINSTONE), dark reddish gray (2.5YR

- 3/1) to dark greenish gray (1 OY 4/1) and gray to dark gray (N 5/-N 4/); moderately bioturbated 3:30 -

  • - with vertical and horizontal burrows, strong HCI reaction 3:30 - -*

77.7ft: J, 60°, SR, PO, B, Ill

  • - 78.7,79.7,80.8ft: BJ, 25-30°, PS-PR, T-PO, B, II 4:00 -

731.9 81.2 -

5.0 4:30 (5.0) (3.8) Run 16 -

81.6,83.7,84.9ft: BJ, 30°, PR, T-PO, B, II 4:00 100% 76%

  • - 82.3-83.0ft: J/FZ, 70°/30°, SR, T-PO, B, II

- 83.8ft: J, 50-90°, SR, T-PO, B, II 4:15 -

  • - 85.8-86.1ft: J/FZ, 60°/30°, SR, T-PO, B, II 4:30 -

4:15 *-

726.9 86.2 -

- 726.9 86.2 5.0 4:00 (5.0) (4.8) Run 17 -

CALCAREOUS SILTSTONE, black (N 2.5/) to greenish black (10Y 2.5/1) with very dark 4:15 100% 96% -

  • - greenish gray (5GY 3/1 ), grading to very dusky red (2.5YR 2.5/2), medium strong to strong,

- laminated to thinly bedded, locally moderately bedded, fresh, interbedded with little to some 3:30 -

  • - laminated to very thin LIMESTONE (WACKESTONE/MICRITE), gray (N 5/), very dark gray (N 3:30

- -* 3/) to dark greenish gray (10Y 4/1) and dark reddish gray (2.5YR 4/1); strongly bioturbated

  • - with coarse vertical and horizontal burrows, strong HCI reaction 4:00 -

721.9 91.2 - 86.7,90.9ft: BJ, 30-35°, PR, T-PO, B, II 5.0 6:00 (5.0) (5.0) Run 18

- 91.6,94.5ft: BJ, 30°, PS, T-PO, B, II 4:30 100% 100% -

  • - 94.1 ,94.2ft: SH, 30°, PL, T-PO, B, II, with adjacent healed shears with calcite 4:00 -*

5:00 -

5:15 -*

716.9 96.2 -

5.0 5:00 (4.6) (4.4) Run 19

- 98.3,100.2,100.6,100.8ft: BJ, 25-40°, US/PRIPS, T-0, B, II 3:45 92% 88% -*

99.3ft: J, 55°, UR, T-PO, B, II 4:00 -*

4:00 -

4:00 -*

711.9 101.2 -

  • - 711.9 101.2 Boring and coring terminated at 101.2 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-376 of 706

RORING /V'\ 9"2.?1 80JI_I_ _

DEPTH_fi_L_Ifi}TO ---2J.2__trr1

... ~*- * -~--* ~ ... -~ . . . .. _,;:::_ - -- . .- . . . .

  • .;*,. ...._~ *- - -

-- ~

~-~~~ - ~ - . -..:. - ~=-~ * * - ~---

y) s.o c<:;z) I s.o ((o~) (<::> .otou_,.J

5) S.O (1!-]..*~;).{ s.o (rou.d ( 4 '1 (q o~')

uU /'{\ ?* '21.1 BOX '2.

DEPTH L..l.; (fl) TO 3 6 3 (fll fo) s.o ('~t.J> I >.o (too.i') I :t~ C!_-:_~(

'ill

'"""c... r*,(O IFrT .<> 11 11172 ,

~ i.o ?-"1.." -:/

~"'~.'?! w _M?'-~- , -:- 1'~'( '}

rr r m ?1 .'2_ 11u BORJNG -'---'-_,_-_1.._?_ 1 _sox Lf DEPTH £ 1."> {ft)TO f.l{, (flj a

"L.

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-377 of 706

MP-221 -Boxes 5 and 6

,..,.._ ._, , tJJI::C r r; fiO 1111111 n)

IU.)

"'"'""" ;vyp:~."I I. lfW -s- tS) 1)£(1Tfi (?{p "l If!! fl) 0 I.].

MP-221 -Box 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-378 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: C. Baldwin SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-222 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 812.9 ft (NAVD88) NORTHING: 570,966 US ft (NAD83) EASTING: 2,448,309 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 101.0 ft ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (ID):140-Ib Auto (331145)

DATE STARTED: 7/8/13 ICOMPLETED: 7/10/131 HOLE DIA.: 4" ICASING DEPTH: 6.0 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 812.9 Ground Surface 812.9 o.o ts"IL.:,) u.u 4 4 SS-1 ~ FILL: FAT CLAY with Gravel (CH), reddish yellow (7.5YR

_ 6/6), medium stiff, moist, high plasticity fines, little fine to 809.4 3.5 50/0.3 f---c=cc-- -f~irL-J~9*9 :~;;~;E;~;;n~:~:~;::I~:~;;ELL_3Q ss-2 ~ GRADED GRAVEL with Silt and Sand (GW-GM), light gray

~ (10YR 7/1), very dense, wet, fine to coarse gravel, little 806.9 6.0 ~ [Jlo6 .9 non-plastic fines, little fine to coarse sand, strong HCI 6 _0 f---"="--'!:........:"-"--+=~+---+--+--------------581!H!4H--s"'s'"""'-3-+"'-"l"""'"""reactlon ~

50/0.0 Soil drilling halted. Log continues on geotechnical coring log 1-Observed water levels:

3.0 ft bgs, AM 7/9/13 3.7 ft bgs, AM 7/10/13 1-1-

1-1-

d

~

1-C/o 0

0 g""'

0"" 1-

~

u""'

g""'

~

~ 1-

~

~

0

~

1-

""'u~-~--~--~-~--~--------------~--~~---------------------~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-379 of 706

Retrieved from "https://kanterella.com/w/index.php?title=ML18003A678&oldid=2537033"