ML19030A523
| ML19030A523 | |
| 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: ML19030A523 (5) | |
Text
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Core Photographs Clinch River SMR Project Boring MP-205 AMEC Project No. 6468-13-1072 MP-205 -Boxes 13 and 14 s.o* IDo*}. 5o' 1ooj. Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-257 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-206 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,964 US ft (NAD83) EASTING: 2,448,026 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 176.4 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (163745) DATE STARTED: 6/24/13 I COMPLETED: 7/5/13 IHOLE DIA.: 4" ICASING DEPTH: 18.1 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 811.8 Ground Surface 811.8 0.0 ts"l"l.ts u.u 7 19 36 SS-1 FILL: Gravelly SILT (ML), reddish brown (2.5YR 7/4), hard, s - dry, non-plastic fines, little fine to coarse angular gravel, few f::-_ fine to coarse sand, strong HCI reaction
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RESIDUAL SOIL: SILT (ML), reddish brown (2.5YR 4/3), 808.5 3.3 46 4/0.1 . 50/0, SS-2 hard, dry to moist, non-plastic fines, few fine to coarse sand,
~ trace fine gravel, relict rock fabric, strong HCI reaction 0
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805.9 5.9 ~ WEATHERED ROCK: CALCAREOUS SILTSTONE, 33 50/0.4 SS-3 ~ sampled as SILT (ML), dark reddish brown (2.5YR 3/3),
. 5010.4 ::=..., hard, dry, low plasticity fines, few fine sand, trace to few fine
~ ~03 _ 8 gravel sized rock fragments, strong HCI reaction 8 _0 803.3 8.5 ~ F---WEATHERED- ROCK -CALCAREOUS- siLTSTONE-,-*=
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~ sampled as SILTY SAND (SM), dark reddish brown (2.5YR
~ 3/3), very dense, dry to moist, fine to medium sand, little 800.7 11.1 ~ non-plastic fines, trace coarse angular gravel sized rock 50/0.3 SS-5 ~ fragments, strong HCI reaction 50/0.3
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Soil drilling halted. Log continues on geotechnical coring log Observed water levels: 28.3 ft bgs, AM 6/25/13 1- 28.8 ft bgs, AM 6/26/13 42.0 ft bgs, AM 6/27113 37.6 ft bgs, AM 7/2/13 28.2 ft bgs, AM 7/5/13 1-r- 1-1- r-r- Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-258 of 706}}