ML19030A546
| ML19030A546 | |
| 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: ML19030A546 (5) | |
Text
MP-407 -Boxes 1 and 2 CLINCH RIVER SMR P OJECT llfC PROJECT fo(61J 13 1072 p_qo7oo,_f_
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-455 of 706
MP-407 -Boxes 5 and 6 CUNCH RIVER SMR PROJECT AMEC PROJECT r..-6813107J Pl..l 7 0012___
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CLINCH RIVER SMR PROJECT MEG PROJECT 6468 13 11171 BORING Mr:> -l! u ~BOX DEPTH Cl5z.'JffJTO r r~
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-456 of 706 RUN INlERVALifU I~C lftl-1'1. Rt.!O lrtl - l"t.\\
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-457 of 706
~
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 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-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
807.0 ft (NAVD88) NORTHING:
570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 251.5 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 (163745)
DATE STARTED: 8/1/13 I COMPLETED: 8/7/13 I HOLE DIA.: 4" I CASING DEPTH: 49.8 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 60 807.0 Ground Surface l:lUf.U u.u 4
6 7
803.8 3.2 2
3 9
, 12" 801.2 5.8 2
2 2
- 4.
798.6 8.4 2
3 796.2 10.8 2
793.7 13.3 791.2 15.8 WOH WOH 1
788.7 18.3 10 11 50/0.3
- .,(*,*c. *,..
9 80 5
50/0.
SAMP.
L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS 807.0 0.0 SS-1 m FILL: LEAN CLAY with SAND (CL), brown (7.5YR 5/4), stiff,
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dry, low plasticity fines, little fine to coarse sand, trace
~mm,, angular gravel, strong HCI reaction m~5
~
~
rc---RESIDUAL soil: FAT CLAY wiih Sa rid (CH), reddiSh yeliOw--~
ss-2 (7.5YR 6/6), stiff, moist, moderately to high plasticity fines,
~
little fine to coarse sand and few to little fine angular gravel, no HCI reaction
ss::3 ~
5.8ft: As above, to brown (7.5YR 5/4), soft, weak HCI
~~~ _,00 8&5~
-~r-SS-6 ~
13.3ft: As above, to medium stiff
~
~
15.8ft: As above, to reddish brown (2.5YR 4/3), very soft, no
~t-HCI reaction
~~8~--------------------- _18Q
~
RESIDUAL SOIL: CLAYEY GRAVEL with Sand (GC), very pale brown (10YR 7/4) to reddish yellow (7.5YR 7/6), very dense to medium dense, moist to wet, some fine to coarse angular gravel sized limestone rock fragments, little low to moderate plasticity fines, little fine to coarse sand, strong r-HCI reaction
~~---------------------26Q
~
RESIDUAL SOIL: FAT CLAY (CH), reddish yellow (7.5YR
~r-6/8), hard, moist, high plasticity fines, few fine gravel sized
~
limestone fragments, trace fine sand, no to strong HCI 1----c-ss~-1~0---v~
reaction; with lenses of WEATHERED ROCK: LIMESTONE
-~
776.0 31.0 t-(2.5Y 7/4), hard, moist, high plasticity fines, little fine gravel f'5 773.6 33.4
~
r--RESIDUALSOil:GRAVELLYFATCLAY(CH},palebrown_.,..
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sized limestone fragments, little fine sand, no to strong HCI l---c-ss~_1CC"1~~
reaction; with lenses of WEATHERED ROCK: LIMESTONE C/o 0
0
"""' g
"" 0
~ 768.6
"""' u
"""' g
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~ 763.6
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0
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d 758.6 50/0.4 38.4 12 2
3 43.4 4
6 3
48.4 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-458 of 706
. 5010.
~rl72.0 35Q
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-RESIDUAL soil: FAT cLAY (c"HfliQiittirown (7.5YR674)-. -
medium stiff to stiff, moist, high plasticity fines, trace fine to
~r-medium sand, shattered black chert fragments, no to weak
~~ HC;~*m
~r-SS-13 ~
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.q_ ~"': [)ri~'_;_oo_;_rn_<e:_ "'."'~""'"" __________ ~Q
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GEOTECHNICAL BORING LOG a me SHEET 2 OF 2 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-409 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.: 807.0 ft (NAVD88) NORTHING:
570,584 US ft (NAD83) EASTING: 2,448,159 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 251.5 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 (163745)
DATE STARTED: 8/1/13 I COMPLETED: 8/7/13 I HOLE DIA.: 4" I CASING DEPTH: 49.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L 40 60 SOIL DESCRIPTION AND REMARKS 80 0
20 (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
100 NO.
G 758.4 Continued from previous page 755.9 14 10 50/0.2 51.1 50/0.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-459 of 706
- :r*
- SS-14 ~ -
WEATHERED ROCK: LIMESTONE, sampled as SILTY
.. 5010:
1-----+~.:c::
GRAVEL (GM), gray (5Y 5/1 ), very dense, wet, fine to coarse
~
sand and gravel sized limestone fragments, little low to
- -----.l:7ss.g moderate plasticity fines, strong HCI reaction (continued)
~
SS-15 t-Soil drilling halted. Log continues on geotechnical coring log 1-1-
Observed water levels:
17.5 ft bgs, AM 8/2/13 44.0 ft bgs, AM 8/31113 37.4 ft bgs, AM 8/5/13 36.2 ft bgs, AM 8/6/13