ML18003A743
| ML18003A743 | |
| 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: ML18003A743 (5) | |
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-702 of 706
AMEC PROJECT 6468131072 BORING C [_- f3 "Z.
BOX C,
DEPTH
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-703 of 706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
TP-1 DRILL METHOD: NA-T est Pit Excavation GROUND ELEV.:
796.7 ft (NAVD88) NORTHING:
570,142 US ft (NAD83)
TOTAL DEPTH: 8.0 ft I SAMPLE METHODS: ASTM D 2488-09a 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: N. Smith DRILLER: J. Elswick (TVA Operator)
Boring Orientation DRILL MACHINE: CAT 314C-LCR Excavator Inclination:
NA EASTING: 2,448,651 US ft (NAD83)
Azimuth:
NA I ROD TYPE: NA I HAMMER (ID):NA DATE STARTED: 9/19/13 I COMPLETED: 9/19/131 HOLE DIA.: NA I CASING DEPTH: NA ft I CORE SIZE:NA I BITS USED: NA ELEV.
(ft) 796.7 790.7 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface 6.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-704 of 706 80 100 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G 796.7 0.0
- v figs 7 FILL: WELL GRADED GRAVEL with Clay (GW-GC), dusky 1 0
~
. \\~ed (1 OR 3/2), moist, low to medium placticity fines, few finer I-to coarse sand, strong HCL reaction
{#
FILL: Gravelly LEAN CLAY (CL), strong brown (7.5YR 5/6) and reddish brown (5YR 4/4 ), moist, medium plasticity fines,
{#
few fine to coarse sand, trace root fragments, weak HCI reaction f:roo.7 6.0 S-1
~
1-RESIDUAL SOIL: FAT CLAY with Gravel (CH), yellowish red (5YR 5/6), and light olive brown (2.5Y 5/4), moist, high f:rss.7 plasticity fines, little fine to coarse gravel, few fine to coarser
\\sand, no HCI reaction Test pit terminated at 8.0 feet.
NOTE:
1-Bulk samples collected:
6.0-8.0ft: S-1, two 5-gallon buckets with lids and two soil jars The Northing/Easting and Ground Elevation shown above are for the northern most corner of the test pit location.
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
TP-2 DRILL METHOD: NA-T est Pit Excavation GROUND ELEV.:
811.5 ft (NAVD88) NORTHING:
570,932 US ft (NAD83)
TOTAL DEPTH: 3.0 ft I SAMPLE METHODS: ASTM D 2488-09a 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: N. Smith DRILLER: J. Elswick (TVA Operator)
Boring Orientation DRILL MACHINE: CAT 314C-LCR Excavator Inclination:
NA EASTING: 2,448,045 US ft (NAD83)
Azimuth:
NA I ROD TYPE: NA I HAMMER (ID):NA DATE STARTED: 9/19/13 I COMPLETED: 9/19/131 HOLE DIA.: NA I CASING DEPTH: NA ft I CORE SIZE:NA I BITS USED: NA ELEV.
(ft) 811.5 810.5 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface 1.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-705 of 706 SAMP.
80 100 NO.
S-1 L
0 SOIL DESCRIPTION AND REMARKS G
811.5 0.0
- /(; ~ 10 5 FILL
- CLAYEY GRAVEL (GC), dusky red (10R 3/2), moist, 1 0
~
. low placticity fines, trace fine to coarse sand, trace roar 1-
. \\fragments, strong HCL reaction
[llQ~:Q FILL: Gravelly LEAN CLAY with Sand (CL), strong brown~
(7.5YR 5/6) and dusky red (10R 3/2), moist, medium placticity fines, little fine to coarse gravel, little fine to coarse sand, trace root fragments, strong HCL reaction WEATHERED ROCK:
CALCAREOUS SILTSTONE, 1-sampled as WELL GRADED GRAVEL with Silt (GW-GM),
dusky red (10R 3/2), moist, non-plastic fines, few coarse jsand, strong HCI reaction Test pit terminated at 3.0 feet.
NOTE:
I-Bulk samples collected:
1.0-2.5ft: S-1, three 5-gallon buckets with lids and two soil jars The Northing/Easting and Ground Elevation shown above are for the northern most corner of the test pit location.
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 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: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Elswick (TVA Operator)
Boring Orientation BORING NO.: TP-3 DRILL METHOD: NA-T est Pit Excavation DRILL MACHINE: CAT 314C-LCR Excavator Inclination:
NA GROUND ELEV.:
800.5 ft (NAVD88) NORTHING:
569,036 TOTAL DEPTH:
12.0 ft I SAMPLE METHODS: ASTM D 2488-09a DATE STARTED: 9/19/13 I COMPLETED: 9/19/131 HOLE DIA.: NA ELEV.
(ft) 800.5 797.5 790.5 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface 3.0 10.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-706 of 706 US ft (NAD83) EASTING: 2,449,643 US ft (NAD83)
Azimuth:
NA I ROD TYPE: NA I HAMMER (ID):NA I CASING DEPTH: NA ft I CORE SIZE:NA I BITS USED: NA SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 800.5
~1-COLLUVIUM: CLAYEY SAND with Gravel (SC), dark red 0
(2.5YR 3/6), moist, fine to coarse sand, nonplastic to low
~
plasticity fines, little fine to coarse gravel, some fine to coarse sand, no HCI reaction (possible terrace deposits)
~
~
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/ %[793.5 RESIDUAL SOIL: SILT (ML), dark reddish brown (2.5YR 3/3), red (2.5YR 4/6), and grayish brown (2.5Y 5/2), moist, non-plastic to low plasticity fines, trace fine sand, saprolitic, no HCI reaction
~
1-
~88.5 Test pit terminated at 12.0 feet.
NOTE:
1-Bulk samples collected:
3.0-6.0ft: S-1, two 5-gallon buckets with lids and two soil jars 10.0-12.0ft: S-2, two 5-gallon buckets with lids and two soil jars The Northing/Easting and Ground Elevation shown above are for the northern most corner of the test pit location.
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0.0 7.0 12.0