ML18003A693
| ML18003A693 | |
| 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: ML18003A693 (9) | |
Text
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 5 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-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 SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
8/1/13 COMPLETED: 8/7/13 I CASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Begin Coring @ 51.1 ft 755.9 51.1 0.5 5:30/0.5 (0.5)
(0.5)
Run 1 100.~
LIMESTONE (MICRITE), gray (5Y 5/1 ), strong, very thinly to thinly bedded, fresh, 755.41 51.6 4.9 10:00 100% 100%
Run 2 interbedded with few to little laminated to very thin, wispy/wavy, clayey Calcareous 9:30 (4.9) 1(4.9)
SILTSTONE, very dark gray (5Y 3/1), and few to little, very thinly to thinly bedded chert 5:15 100% 100%
interbeds and nodules (dark gray to black, with healed calcite filled tensional fractures orthogonal to bedding); strong HCI reaction (Rockdell Formation-Unit D) 6:00 52.1,52.2,53.7,55.7ft: BJ, 30°, PR-PS, PO, B, II-III 6:30/0.9 54.3ft: BJ, 30°, SL, PO, B, II 750.5 56.5 56.3ft: BJ, 30°, PR, PO, K, IV 5.1 5:45 (5.1)
(4.7)
Run 3 57.4ft: BJ, 30°, PR, PO, K, IV 5:30 100% 92%
58.0,58.4,59.2ft: BJ, 30°, US, PO, B, II-III 5:00 60.2ft: BJ, 30°, PR, PO, F, Ill 61.2ft: BJ, 30°, 0, F, V 6:30 8:15/1.1 745.4 61.6 5.0 4:30 (5.0)
(4.1)
Run 4 62.6,63.4,63.8,64.1ft: BJ, 30°, PS, PO, B, II 4:30 100% 82%
64.5,65.0,65.4,65.9ft: BJ, 30°, US-UR, PO, B, II 66.1-66.5ft: FZ, 30°, PR, P0-0, C, Ill 4:30 5:30 740.4 66.6 6:30 5.0 4:45 (5.0)
(5.0)
Run 5
~
67.6ft: BJ, 30°, US, T, B, II 7:00 100% 100%
68.6ft: J, 70°, PR, P0-0, D, Ill 68.6ft: BJ, 70°, PS, PO, B, II 5:00 69.6ft: BJ, 30, PS, PO, B, II 7:00 70.9ft: J, 60°, SR, P0-0, C, Ill 70.9ft: BJ, 30°, PS, P0-0, C, Ill 735.4 71.6 7:45 5.0 6:30 (5.0)
(4.3)
Run 6 73.4,73.6,74.2,75.3ft: BJ, 30°, US-PS, T-PO, B-C, II-III 5:30 100% 86%
75.3ft: J, 60°, T-PO, PR, B, II 75.6ft: SH, 30°, PS, PO, C, Ill, with calcite 4:30 75.7ft: SH, 30°, PS, VT, A, I, with calcite 5:45
- 0.
6:00
~
- -7:3_11._---------------------------------- __ 7!).8 LIMESTONE (PACKSTONE/GRAINSTONE), bluish gray (108 5/1), strong, thinly to 730.4 725.4 720.4 715.4 710.5 76.6 5.0 4:30 (5.0)
(4.6)
Run 7
~
4:30 100% 92%
4:00 3:45 4:30 81.6 5.0 4:00 (5.0)
(5.0)
Run 8 100% 100%
5:00 4:30 5:15 5:45 86.6 5.0 5:15 (5.0)
(5.0)
Run 9 100% 100%
5:00 5:00 4:15 5:30 91.6 4.9 8:18 (4.9)
(4.9)
Run 10 100% 100%
8:00 5:15 6:45 6:15/0.9 96.5 5.0 4:45 (5.0)
(5.0)
Run 11 4:15 100% 100%
4:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-460 of 706 moderately bedded, fresh, fossiliferous, interbedded with few laminated to very thin, wispy/wavy, clayey Calcareous SILTSTONE, very dark gray (5Y 3/1 ), and trace very thinly to thinly bedded chert (dark gray to black, with healed calcite filled tensional fractures orthogonal 727.5 to bedding); strong HCI reaction r~
77.0,77.4,77.5,78.3,78.5,79.4,79.5ft: BJ, 30°, PS-PR, PO, B, II CALCAREOUS SILTSTONE, very dark gray (5Y 3/1) to dark olive gray (5Y 3/2), medium strong to strong, laminated to very thinly bedded, fresh, interbedded with trace to few laminated to very thinly bedded, irregular and discontinuous LIMESTONE (MICRITE) and trace (PACKSTONE), gray (5Y 5/1 ), trace irregular chert nodules; little bioturbation, strong HCI reaction (Rockdell Formation-Unit C) 86.6ft: As above, LIMESTONE (MICRITE) interbeds increase to few to little 89.0ft: BJ, 30°, PR, PO, B, II 92.8,94.5ft: BJ, 30°, PR, T-PO, B, II
GEOTECHNICAL CORING LOG a me SHEET 2 OF 5 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-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 SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
8/1/13 COMPLETED: 8/7/13 I CASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 4:30 CALCAREOUS SILTSTONE, very dark gray (5Y 3/1) to dark olive gray (5Y 3/2), medium strong to strong, laminated to very thinly bedded, fresh, interbedded with trace to few 4:15 705.5 101.5 laminated to very thinly bedded, irregular and discontinuous LIMESTONE (MICRITE) and 5.0 6:15 (5.0)
(5.0)
Run 12 100% 100%
trace (PACKSTONE), gray (5Y 5/1 ), trace irregular chert nodules; little bioturbation, strong 4:30 HCI reaction (Rockdell Formation-Unit C) (continued) 4:00 4:00 5:00 700.5 106.5 5.0 3:15 (5.0)
(5.0)
Run 13 100% 100%
3:30 3:30 4:00
~~61_---------------------------------- __ 11.Q.9 695.5 111.5 5:00
~
LIMESTONE (MICRITE/GRAINSTONE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, very 5.0 4:15 (5.0)
(5.0)
Run 14 thinly to moderately bedded, ribbony to nodular appearance, fresh, fossiliferous, interbedded 4:00 100% 100%
with few to little mostly laminated to very thin, wavy/irregular to wispy Calcareous SILTSTONE, 4:15 very dark gray (N 3/) to black (N 2.5/), locally little to some, thin to moderately interbedded; trace to few stylolites, calcite filled pits and sparry calcite "bird eyes", strong HCI reaction 4:15 115.9ft: J, 50°, SR, P0-0, B, II 690.5 116.5 4:30 5.0 4:45 (5.0)
(5.0)
Run 15 120.3,120.7ft: J, 60°, PR, VT, A, I, with calcite 3:45 100% 100%
3:30 4:15 685.5 121.5 5:00 5.0 3:15 (5.0)
(5.0)
Run 16 122.6ft: J, 60°, PR, PO, C, Ill 3:15 100% 100%
123.8,126.1ft: BJ, 30°, PR, 0-PO, B-C, Ill 3:30 3:45 680.5 126.5 3:45 5.0 3:45 (5.0)
(5.0)
Run 17
~
127.2ft: BJ, 30°, SL, PO, B, II 3:45 100% 100%
128.5ft: J, 60°, PR, PO, C, Ill 129.8ft: BJ, 30°, PR, PO, C, Ill 4:00 127.5-129.0ft: As above, to mostly LIMESTONE (GRAINSTONE), moderately bedded, 5:00 fossiliferous 675.5 131.5 5:00 5.0 4:30 (5.0)
(4.7)
Run 18 131.9ft: BJ, 30°, PR, PO, B, Ill 4:15 100% 94%
135.9ft: J, 60°, PR, T, C, II 136.2ft: J, 40°, PR, T, B, II 4:15 4:45 134.7-140.6ft: As above, to mostly LIMESTONE (GRAINSTONE), moderately to thickly 670.5 136.5 4:30 bedded, fossiliferous 5.0 3:30 (5.0)
(4.9)
Run 19 137.0,138.1ft: BJ, 30°, UR-PR, 0-PO, B,11-111 3:30 100% 98%
139.0ft: BJ, 30°, PR, T, B, II 141.2,141.3ft: BJ, 30°, PR-PS, PO, B, II 3:30 3:30 665.5 141.5 4:15 5.0 4:30 (5.0)
(5.0)
Run 20
~
3:30 100% 100%
3:15 3:30 660.5 146.5 3:45 5.0 3:30 (5.0)
(5.0)
Run 21
~
147.8ft: BJ, 30°, PS, PO, B, II 3:15 100% 100%
151.0ft: BJ, 30°, PR, PO, C, Ill Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-461 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 5 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-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 SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
8/1/13 COMPLETED: 8/7/13 I CASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV.
(ft) 655.5 650.5 645.5 640.5 635.5 630.5 625.5 620.5 615.5 612.1 610.5 DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 3:30
~
3:45 151.5 4:00 5.0 5:00 (5.0)
(5.0)
Run 22
~
3:45 100% 100%
3:30 3:30 156.5 4:18 5.0 4:00 (5.0)
(5.0)
Run 23 3:30 100% 100%
4:15 5:00 161.5 5:00 5.0 5:30 (5.0)
(5.0)
Run 24 5:00 100% 100%
4:30 4:30 166.5 4:30 5.0 5:15 (5.0)
(5.0)
Run 25
~
4:30 100% 100%
4:30 4:15 171.5 4:30 5.0 4:30 (5.0)
(5.0)
Run 26 3:15 100% 100%
3:45 3:45 176.5 4:00 5.0 3:30 (5.0)
(5.0)
Run 27 ~
-629.6 3:00 100% 100%
3:15 4:30 5:00 181.5 5.0 3:45 (5.0)
(5.0)
Run 28 100% 100%
3:00 3:30 3:15 3:45 186.5 5.0 3:30 (5.0)
(4.6)
Run 29 100% 92%
3:15 3:45 3:45 4:30 191.5 3.4 3:45 (3.3)
(2.4)
Run 30 97%
71%
3:30 10:45 194.9 13:45/0.4 1.6 5:00/0.6 (1.6)
(1.2)
Run 31 196.5 7:45 100% 75%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-462 of 706 610.5 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE/GRAINSTONE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, very thinly to moderately bedded, ribbony to nodular appearance, fresh, fossiliferous, interbedded with few to little mostly laminated to very thin, wavy/irregular to wispy Calcareous SILTSTONE, very dark gray (N 3/) to black (N 2.5/), locally little to some, thin to moderately interbedded; trace to few stylolites, calcite filled pits and sparry calcite "bird eyes", strong HCI reaction (continued) 153.6ft: BJ, 30°, PR, PO, C, II 156.9ft: BJ, 30°, PS, PO, B, II 158.3ft: BJ, 40°, PR, P0-0, C, Ill 170.9ft: J, 60°, SR, T, B, II, with calcite 172.5ft: BJ, 30°, US, T, B, II 175.1ft: J, 60°, SR, T, B, II 177.1ft: BJ, 30°, US, T, B, II CALCAREOUS SILTSTONE, dark gray (5Y 4/1) to very dark gray (5Y 3/1, N 3/), with trace dusky red (2.5YR 3/2), strong, laminated to thinly bedded, fresh, interbedded with little to some, amorphous to laminated and very thin to thin LIMESTONE (MICRITE), gray (N 5/);
slight to moderate bioturbation, trace calcite filled pits and burrows, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 188.4ft: BJ, 30°, SL, T, B, II 188.6,188.8ft: BJ, 30°, PS, T, B, II 190.4ft: J, 60°, PR, T-PO, B, II 193.0ft: J, 60-70°, SR, PO, B, II 193.0,193.5,193.6194.1ft: BJ, 30°, US-PS, T-PO, B-D,11-111 194.2-194.9ft: FZ/BJ, 30°, US-PS, T-PO, 0, II 195.ft: BJ, 30°, PS, PO, B, II 196.0-196.3ft: FZ/ BJ, 30°, PS, T-0, B, II, spaced at about 0.1' 194.9-195.3ft: J, 70-80°, PR, VT, A, I, with calcite 196.1,196.2ft: BJ, 40°, PS, T-PO, B, II 177.4 196.5
GEOTECHNICAL CORING LOG a me SHEET 4 OF 5 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-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 SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
8/1/13 COMPLETED: 8/7/13 I CASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 5.0 6:45 (5.0)
(5.0)
Run 32 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and dark reddish gray (2.5YR 4/1 ),
5:30 100% 100%
strong, laminated to very thinly bedded, fresh, interbedded with few to little, mostly laminated to thinly bedded, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray 5:15 (N 5/), greenish gray (10Y 5/1), and reddish gray (2.5YR 6/1); strong bioturbation through-out 5:00 with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction (continued) 5:45 605.5 201.5 5.0 4:00 (5.0)
(5.0)
Run 33 203.4,204.2ft: BJ, 30°, PS, T, B, II 100% 100%
4:15 4:15 4:15 5:00 600.5 206.5 5.0 4:00 (5.0)
(5.0)
Run 34 100% 100%
4:45 4:30 4:15 4:30 595.5 211.5 5.0 3:30 (5.0)
(5.0)
Run 35 213.6,214.2,214.7ft: BJ, 30°, PS, T, B, II 100% 100%
214.3,216.0ft: J, 60°, PR, T-PO, B, II 3:30 4:15 3:45 4:15 590.5 216.5 5.0 3:30 (5.0)
(5.0)
Run 36 218.4ft: J, 70°, SR, T-PO, B, II 3:15 100% 100%
218.8ft: BJ, 30°, PS, PO, C, II 221.0ft: J, 70°, SR, VT-T, A, I 3:45 3:30 5:00 585.5 221.5 5.0 3:30 (5.0)
(5.0)
Run 37 225.4ft: SH, 30°, PL, T, C, II, with calcite 100% 100%
226.0ft: BJ, 30°, PS, T, B, II 3:30 4:30 4:30 4:45 580.5 226.5 5.0 4:00 (5.0)
(5.0)
Run 38 227.1ft: BJ, 30°, PS-PR, T-PO, B, II 100% 100%
227.7ft: SH, 30°, PL, T, C, II, with calcite 4:00 230.6ft: BJ, 30°, PS, T, B, II 4:15 4:15 4:30 575.5 231.5 5.0 4:00 (5.0)
(5.0)
Run 39 233.0ft: BJ, 30°, PS, T, B, II 100% 100%
4:15 4:15 4:00 4:45 570.5 236.5 5.0 4:00 (5.0)
(5.0)
Run 40 100% 100%
4:00 4:45 4:00 4:00 565.5 241.5 5.0 4:15 (5.0)
(5.0)
Run 41 244.8ft: BJ, 30°, PS, T-PO, B, II 100% 100%
3:45 4:15 4:15 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-463 of 706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 5 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-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 SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
8/1/13 COMPLETED: 8/7/13 I CASING DEPTH: 49.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 560.5 246.5 5:15 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and dark reddish gray (2.5YR 4/1 ),
5.0 3:45 (5.0)
(4.8)
Run 42 -'..=-
strong, laminated to very thinly bedded, fresh, interbedded with few to little, mostly laminated 100% 96%
to thinly bedded, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray 4:00 (N 5/), greenish gray (10Y 5/1), and reddish gray (2.5YR 6/1); strong bioturbation through-out with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction 5:30 (continued) 4:00 246.8ft: BJ, 30°, SL, T-PO, B, II 4:00 248.4ft: BJ, 30°, PS, PO, C, Ill 555.5 251.5 555.5 r~
249.5-249.6ft: FZ, 30°, PS, P0-0, C-D, II 249.5ft: J, 60°, PR, T, B, II Boring and coring terminated at 251.5 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-464 of 706
MP-409 -Boxes 1 and 2 AMEC I'IWJECT (jtfG/11311172 IJ{)/1/NC /V\\r 40"\\ 1l0~ __!___,__.__
DEI'TH t; I
- I (lf)W ~(It)
I l
- 0 I
~
t I~ :I> "
)) ) ' O'b 1 CLINCH I~IVEI~ SMH PROJECT AMEC PIWJECT fi461113 1072 HOlliNG MP-I.{o"f tlOX I)EI'TH ~-
~ _ (fr) TO 1 ~ b (fl)
- * ' * '"I',.I... *---- '.* - "-". '<I ~.,......--:,.
~~
.* - ~~ *,
- - --*---* '.. ~
= * *"'*\\~*
AMEC PROJECT 6468131072 30RING,IV\\ p. '1b Cj BOX _2_.
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-465 of 706 0
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-466 of 706
MP-409 -Boxes 9 and 10
~-
~-..
\\ -¥--~~ ~-~___:_. ) *. *..
~
CLINCH RIVER SMR PROJECT AMEC PROJECT 6468131072 M r 'i*-~
BORING BOX ---
-* ~
. -:--~ ----"'<-*
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-467 of 706
- MEC PROJECT 6468 13 10 1.
30RING
- p. Yo uo;._u DEPTH. 'l.l'-5 lft)TO
'Z- '-1 1.f (ft)
I UN INTERVAL (ttl HEC (In-1,.,) I"~ UI) I Hi-1 4 ) r
('2 ~<..-
/
{
- ,. 0 1~~..->
S. o (ro o;.:-jj 5.o(t00_,.
1 IJOR!IJG
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("'- '<C.~
i-1"2.) s. 0
- "l.>t.,)j S. C.J (fov;--J I Lt.B Ac-i')
DEPTH
'1-'{IS 1ft) TO
'1-51."5 Jill
,.....i --'-~*~----- Jr;.;;.
--==o----------="----
-~~-.....
~~
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-468 of 706