ML18003A497

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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Main Report Part 02 Pages 47-82
ML18003A497
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: ML18003A497 (36)
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MP-101 . CME-750X(P) 540 540.6 570249.6 2448355.2 800.5 X X X X X X X X MP-102 CME-750X(P) 350 350.6 570097.9 2448404.3 797.9 X X X X X X MP-103 D-120 (M&W) 175 174.5 570287.2 2448367.5 800.6 X X MP-104 CME55 (TSD) 175 177.2 570093.9 2448449.1 797.7 X X MP-105 CME-750X(P) 175 195.2 570210.2 2448343.5 800.2 X X X MP~106 CME 550X (PO) 175 174.2 5701 36.4 2448377.2 798.7 X X MP-107 CME 550X (PD) 175 174.6 570291.6 2448284.8 801.6 X X MP-108 CME 550X (PD) 175 174.3 570051.7 2448376.3 798.5 X X MP-109 CME 550X(PD) 175 174.0 570144.6 2448295.8 799.9 X X MP-11 0 CME 550X (PD) 175 174.0 570190.7 2448403.3 798.7 X X i' MP-111 CME 550X (PD) 175 173.9 570328.7 2448345.0 801.1 X X X X X. X MP-111 ps (7J Schram T450 BH 65 59.5 570345.7 2448334.2 801.6 X MP-111 UD D-120 (M&W) N/A 20.0 570356.0 2448326.4 801 .7 X MP-112 (3 ) CME 75 (TSD) 175 177.5 !570261 .9 2448472.1 799.2 X X X X MP-113( 3 ) CME 75 (TSD) 175 178.0 570184.9 2448486.5 797.5 X X X X MP-114 CME 75 (TSD) 175 175.2 570052.5 2448464.6 797.2 X X MP-115 CME 550X (PD) 100 99.1 570094.9 2448562.0 796.9 . X X MP-116 CME-750X(P) 100 100.4 570202.4 2448560.2 797.6 X X I MP-117 CME 550X (PD) 100 99.7 570296.0 2448520.2 800.0 X X MP-118 CME 550X (PD) 100 99.1 570370.9 2448445.5 799.8 . X X MP-119 CME-55LC (CT) 100 100.9 570414.6 2448544.7 802.1 X X MP-120 CME 55 (TSD) 350 350.0 570319.1 2448584.2 800.1 X X X X X X MP-121 CME-550X(P) 100 100.9 570227.9 2448623.1 797.6 X X MP-122 CME-550X(P) 100 99.3 570130.4 2448654.4 796.7 X X MP-122 PS-A (7 ) Schram T450 BH 50 38.7 570140.5 2448638.2 796.7 i X I MP-122 PS-B (7 ) Schram T450 BH 50 51.0 570117.8 2448648.1 796.6 X AMEC Environment & Infrastructure, iNC. Page 1 of4

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"' MP-122 UD-A D-120 (M&W) N/A 14.2 570128.9 2448643.7 796.6 X MP-122 UD-B D-120 (M&W) N/A 16.6 570155.3 244867-0 .6 797.0 X MP-201 CME-55LC (CT) 420 ~ 420.6 571083.7 2447980.8 790.9 X X X X X X MP-202 CME-55LC (CT) 460 461 .0 570922.1 2448050.0 811.8 X X X X X X X X MP-203 CME-55LC (CT} 225 225.6 571118.2 2448014.3 791.5 X X MP-204 CME55 (TSD) 175 176.9 570921.7 2448097.0 812.0 X X MP-205 CME 55LC (CT) 225 225.5 571025.3 2448006.8 810.9 X X X MP-206 CME-55(CT} 175 176.4 570964.0 2448025.6 811 .8 X X MP-207 CME-750X(P) 225 225.7 571101.6 2447930.3 779.7 X X MP-208 D-120 (M&W) 175 174.6 570880.5 2448024.1 811.9 X X MP-209 CME-55LC (CT) 225 225.7 570972.7 2447945.1 807.7 X X MP-210 CME 550X (PO) 175 174.4 571019.3 2448051.2 809.9 X X MP-211 CME55 {TSD) 175 176.0 571162.0 2447986.6 779.8 X X MP-212 <3l CME 75 (TSD} 175 177.8 571093.5 2448107.3 810.7 X X X X MP-213 <3l CME 75 {TSD) 175 177.3 571009.3 2448148.5 813.0 X X X X MP-21 4 CME55 175 175.8 570881.2 2448110.8 812.5 X X MP-215 CME-750X(P) 100 100.6 570924.5 2448210.7 813.4 X X MP-216 CME-55(CT) 100 101.5 . 571031 .0 2448209.1 813.4 X X MP-217 D 120 100 99.3 571125.2 2448169.2 811.6 X X MP-218 . D-120 (M&W) 100 99.6 571176.5 2448147.4 810.9 X X MP-219 <4 l CME-55(CT) 270 96.5 571223.7 2448195.7 812.9 X X MP-219A (s) CME-55(CT) 270 269.1 571254.2 2448184.6 808.6 X X X X X X MP-220 CME-55(CT} 100 101.3 571146.9 2448232.2 813.2 X X MP-221 CME-55(CT} 100 101.2 571056 .6 2448270.6 813.1 X X MP-222 CME-55LC (CT) 100 101.0 570965.5 2448308.6 812.9 X X MP-401 D-120 (M&W) 420 419.6 571954.2 2447605.1 817.7 X X X X X X X X AMEC Environment & InfrastrUcture, INC. Page2of4

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MP-426 (3J CME 75(TSD) 270 272.3 571764.5 2447811 .0 842.2 X X X X MP-427 (e) N/A N/A N/A N/A N/A N/A MP-428 CME-750X{P) 250 250.7 570755.5 2448681 .6 803.8 X X X X X X MP-429 D-120 {M&W) 200 199.2 569975.5 2448591.1 796.0 X X X X X X CC-B1 CME-55LC (CT} 350 140.6 569036.1 2449632.4 800.3 X X CC-B2 CME-750X(P) 250 206.0 568891.0 2449759.9 799.8 X X HorizontaiNertical Datum: Tennessee State Plane Coordinates (East Zone) NAD 1983/NAVD 1988 1

< > SPT- Standard Penetration Test 2

< J UD - Undisturbed Sampling {Shelby Tube Sampler) 3

( ) Angled Core Boring-Inclined approximately 25 degrees from vertical.

4

<> Boring terminated early due to mechanical issues. Offset boring drilled.

(s) Offset boring (SJ Boring deleted from program.

{7) Hole drilled with air rotary rig. PVC casing grouted in place for PS Velocity testing .

AMEC Envjronmf,lnt & Infrastructure, INC, Page4 of4

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"' 570139.2 2448648.8 796.9 570141.5 2448650.9 796.7 TP-1 8 TP-1 S-1 6.0' to 8.0' 570137.3 2448656.5 796.7 570134.8 2448654.1 796.8 570932.4 2448044.9 811.5 570927.4 2448048.9 811 .7 TP-2 3 TP- 2 S-1 1.0' to 2.5' 570925.8 2448047.5 811.8 570931.1 2448042.7 811.4 569034.6 2449640.9 800.4 TP- 3 S-1 3.0' to 6.0' 569035.7 2449643.4 800..5 TP-3 12 569024.2 2449644.7 800.8 TP- 3 S-2 10.0' to 12.0' II 569023.5 2449642.6 800.8 HorizontalNertical Datum: Tennessee State Plane Coordinates (East Zone) NAD 1983/NAVD 1988 Each sample consisted of 2-3 five gallon buckets and 2 jar samples.

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"' Seismic Refraction Line 1 (SRS-1) 570478..0 2448238.1 804.4 571018.7 2448008.3 810.2 Seismic Refraction Line 2 (SRS-2) 570729.1 2448337.1 808.1 571161.5 2448152.9 810.9 Seismic Refraction Line 3 (SRS-3) 569842.1 2448507.9 795.0 570382.6 2448277.8 802.8 1 Seismic Refraction Line 4 (SRS-4) 569899.9 2448644.7 570440.7 792.8 2448415.1 800.9 Seismic Refraction Line 5 (SRS-5) 570440.0 2447999.1 807.9 570833.9 2448435.0 810.9 Seismic Refraction Line 6 (SRS-6) 570381.1 2447403.0 768 .3 570867.0 2447733.2 776.7 Seismic Reflection Line 1 (SRL-1) 571414.0 2448125.9 807.5 568908.0 . 2449765.8 801.0 Seismic Reflection Line 2 (SRL-2) 570542.5 2446421.7 801.2 569476.7 2448346.3 780.0 For Refraction Lines: start coordinates from as-built survey; end coordinates from seismic refraction report For Reflection Lines: start and end coordinates from as-built survey HorizontaiNertical Datum: Tennessee State Plane Coordinates (East Zone) NAD 1983/NAVD 1988 AMEC Environment & Infrastructure, INC. Page 1 of1

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  • Well installation dimensions are approximate due to access limitation for AMEC survey personnel.

Datum: Tennessee State Plane Coordinates (East Zone) NAD 1983/NAVD 1988

=Revised for Rev. 2 per Bechtel comments AMEC Environment & Infrastructure, INC. Page 2 of2

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..... Well Number pH (std Turbidity Dissolved Tem~erature Redox potential

"' Date Conductance coq (2) Purge Water Appearance units) (ntu) Oxygen (mg/L) (+/- mv)

(mS/cm)

I OW-101L 11/19/2013 7.17 0.620 3.86 0.05 116.5 -152.5 Clear, faint sulphur odor OW-202LC3 l 11/19/2013 9.58 0.978 193.00 5.16 117.0 -116.9 Red, purged dry OW-401L 11/21/2013 7.78 0.340 14.30 4.21 119.5 9.7 Clear OW-409U 11/19/2013 7.10 0.672 49.70 45.30 117.2 186.2 Clear OW-409L 11/18/2013 7.80 0.849 25.20 3.31 116.0 30.5 Clear OW-415U 11/20/2013 7.24 0.598 122.00 3.61 117.3 75.7 Clear to slightly cloudy OW-416L 11/21/2013 7.04 0.694 1.07 0.25 117.4 -188.1 Clear, sulphur odor OW-417L 11/21/2013 7.21 0.609 2.55 1.51 116.3 53.4 Clear OW-418U 11/19/2013 7.47 0.517 2.84 1.18 118.8 119.8 Clear OW-419U 11/20/2013 6.97 0.532 1.27 1.15 116.3 63.0 Clear OW-420L 11/22/2013 7.56 0.472 69.90 9.21 . 117.7 57.5 Clear OW-421L 11/22/2013 8.00 0.400 17.50 8.53 117.0 44.3 Clear OW-423U 11/19/2013 6.99 0.599 5.82 4.70 116.7 90.6 Clear I

(1) Parameter values shown are at time of sampling unless otherwise noted (2) Values rounded to nearest tenth (3) Well purged dry; insufficient water for field parameter testing at time of sampling. Valu~s are last before purged dry.

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Checked By/Date:/Z$ 4 l/t ~/I"/

TABLE 4.1 SAMPLES PREPARED FOR Kd ADSORPTION TESTING CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468*13*1072 Soil/Rock Samples Water Samples Boring Number Sample Type Sample Depth Well Number Sample Type MP-101 Rock 1mm 147.4-148.6 OW-101L Water- 2 liters MP-101 Rock 1cm 147.4-148.6 OW-202L Water- 4 liters MP-202 Rock 1mm 156.4-157.8 OW-409U Water- 2 liters MP-202 Rock 1cm 156.4-157.8 OW-409L Water- 2 liters MP-202 Rock 1mm 231.0-232.3 OW-415U Water- 2 liters MP-202 Rock 1cm 231.0-232.3 OW-416L Water - 4 liters MP-409 Rock 1mm 193.6-194.1 OW-418U Water- 2 liters MP-409 Rock 1cm 193.6-194.1 OW-419U Water - 2 liters MP-415 Rock 1mm 27.6-28.4 OW-420L Water- 2 liters MP-415 Rock 1cm 27.6-28.4 OW-423U Water- 2 liters MP-415 Rock 1mm 32.8*33.6 MP-415 Rock 1cm 32.8-33.6 MP-416 Rock 1mm 66.0-71.5 MP-416 Rock 1cm 66.0-71.5 MP-416 Rock 1mm 111.5-113.8 MP-416 Rock 1cm 111.5-113.8 MP-418A Rock 1mm 78.3-80.7 MP-418A Rock 1cm 78.3-80.7 MP-418A Rock 1mm 83.2-84.0 MP-418A Rock 1cm 83.2-84.0 MP-419 Rock 1mm 56.1-57.4 MP-419 Rock 1cm 56.1-57.4 MP-420 Rock 1mm 136.4-137.8 MP-420 Rock 1cm 136.4-137.8 MP-423 Rock 1mm 69.4-70.9 MP-423 Rock 1cm 69.4-70.9 MP409 Soil 48.4-49.6 Samples shipped to Argonne National Laboratory for Kd testing directed by Bechtel AMEC Environment & Infrastructure, INC. Page 1 of1 Clinch River Data Report Rev. 4 CRP-1112.16 Page 56 of82

Prepared By/Date: s;~ t/1 J/llf Checked By/Date:/l--<8 A t/1 ~/t'f TABLE 4.2 ROCK SAMPLES SHIPPED FOR LETTIS CONSULTANTS INTERNATIONAL CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Boring Number Sample Depth Sample Type Sample ID Number MP-202 50.1' to 50 .7' Rock Core LB-01 MP-202 261.0' to 261.6' Rock Core L6-07 MP-202 329.9' to 330.8' Rock Core L6-08 MP-101 39.1' to 40.0' Rock Core L6-10 MP-101 275.6' to 276.6' Rock Core L6-14 Samples shipped by AMEC to CTL Group, Skokie, IL under AMEC Chain of Custody Testing of samples Is at the direction and supervision of Lettls Consultants International, Walnut Creek, CA AMEC Environment & Infrastructure, INC. Page 1 of1 Clinch RiverData Report Rev. 4 CRP-1112.16 Page 57 of82

Prepared By/Date: t/l :J /It; <;?' ~

Checked By/Date: /2~A- 1 1

/ 1 / 1Y TABLE 4.3 ROCK SAMPLES PREPARED WITH "SPECIAL CARE" PROCEDURES CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Samples Prepared with "Special Care" (1) Samples Prepared with Standard Method (2)

Boring Number Sample Depth Sample type Sample Depth Sample Type MP-218 66.7 to 67.7 Rock Core 67.8 to 68.8 Rock Core MP-218 71.3to 72.3 Rock Core 72.3 to 73.3 Rock Core MP-218 79.5 to 80.5 Rock Core 80.5 to 81.5 Rock Core MP-218 85.3 to 86.3 Rock Core 86.3 to 87.3 Rock Core MP-218 90.3 to 91.3 Rock Core 91.3 to 92.3 Rock Core MP-218 60.3 to 61.3 Rock Core N/A N/A MP-218 74.3 to 75.3 Rock Core N/A N/A (i) Prepared in Accordance with ASTM 5079-08 Section 7.5.2.2 2

( ) Corresponding Adjacent Samples Prepared as Described in Report Section 4.2.1 AMEC Environment & Infrastructure, INC. Page 1 of1 Clinch River Data Report Rev. 4 CRP-1112.16 Page 58 of82

TABLE 5.1

SUMMARY

OF LABORATORY ORGANIZATIONS AND TESTING Pe<p,red By/D't"

  • Checked By/Date: Ci5Z--

1/13/ttl--

I /t 3,// tf CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Laboratory Organization Tests Performed Soil Testing on Disturbed Samples : Moisture content, particle AMEC - Durham, NC size distribution, Atterberg limits, Proctor compaction Rock Core Testing: Unit weight, specific gravity, moisture AMEC - Charlotte, NC content, unconfined compressive strength (with and without stress strain)

Soil Testing on Intact Samples: Moisture content, particle size AMEC- Atlanta, GA distribution, Atterberg limits , triaxial shear strength, resonant column/torsional shear Rock Core Testing: Unit weight, specific gravity, slake durability, GeoTesting Express- Acton, MA direct shear strength Geochemical Testing on Water Samples: Cations, total TestAmerica, Inc.- St. Louis, MO dissolvedsSolids,inorganic ions, alkalinity, ammonia, nitrate/nitrite AM£C Environment & Infrastructure, INC. Page 1 of1 Clinch River Data Report Rev. 4 CRP-1112.16 Page 59 of82

TABLE 5.2 Prepared By 1#{/~ 1---

  • Checked Byt/ ~ '3/s-//"f

SUMMARY

OF SOIL INDEX TEST RESULTS CLINCH RIVER SMR PROJECT "lJC') AMEC PROJECT NO. 6468131072 I>>=

(Q  :::l n> n cn:::T o;:o 0 -*

-;§ co..,

Nc

!!l.

I>>

Boring Sample Sample Gravei<2 J Sand<2 J Fines<3J 0.005mm uses Natural

~ Depth (ft) <1J Silt<2 J (%) 2 Moisture LL (%) PI(%)

Number Number Type (%) (%) (%) Clay< J(%) Symbol

-g (%)

I.

~ MP-111UO ST-3 9.9-11.9 UO 19.8 12.8 67.4 17.4 50.0 CH 26.2 57 32

.,. MP-111UO ST-5 17.4-19.4 UO 15.3 17.9 66.8 20.4 46.4 CH 31 .0 56 32 C')

o MP-114 SS-2 2.5-4.0 ss 8.8 11.0 80.2 10.7 69.5 CH 29.9 66 42 "P

..... MP-116 SS-9 23.9-25.4 ss 0.0 2.5 97.5 31.7 65.8 CH 26.5 62 40

..... MP-117 SS-4 8.8-10.0 ss 0.8 11.1 88.1 24.0 64.1 CH 32.0 72 46 N

..... MP-117 SS-7 19.5-21.0 ss 0.0 13.2 86.8 27.3 59.5 CH 27.1 68 46 en MP-122 SS-5 11.1-12.6 ss 11.4 8.4 80.2 14.4 65.8 NO NO NO NO MP-122UOA ST-2 7.1-9.3 UO 16.6 8.6 74.8 20.2 54.6 CH 27.8 63 33 MP-122UOA ST-3 9.7-11 .7 UO 15.5 7.4 77.1 16.0 61 .1 CH 28.1 69 40 MP-122UOA ST-4 12.2-14.2 uo 4.9 9.4 85.7 15.4 70.3 CH 32.7 70 42 MP-122UOB ST-1 3.3-5.3 UO 2.7 4.3 93.0 20.2 72.8 CH 29.1 64 36 MP-122UOB ST-3 9.2-11.2 UO 1*,,**.,".:*. '*'<,,** 1'><'::>.. *., ' ;. §cf I:'*;~,"' '" ,., *********:,,.. 39.0 69 41 MP-122UOB ST-5 14.6-16.6 UO 17.4 7.3 75.3 19.6 55.7 CH 27.7 59 32 MP-203 SS-3 5.1-6.6 ss 24.4 10.6 65.0 15.8 49.2 CH 34.3 56 35 MP-207 SS-4 8.6-10.1 ss 0.1 15.3 84.6 50.3 34.3 CL 10.9 31 13 MP-210 SS-4 8.4-9.9 ss 6.9 17.9 75.2 16.6 58.6 CH 20.3 51 31 MP-217 SS-12 36-37.5 ss 42.4 28.9 28.7 13.7 15.0 NO NO NO NO MP-402 SS-4 7.4-8.9 ss 13.1 16.3 70.6 8.3 62.3 CH 31.9 74 48 MP-409 SS-2 3.2-4.7 ss 11.6 16.2 72.2 23.4 48.8 CH 24.1 51 30 MP-409 SS-9 23.4-24.9 ss 46.2 25.0 28.8 12.9 15.9 NO NO NO NO MP-409 SS-12 38.4-39.9 ss 0.0 0.6 99.4 17.5 81.9 CH 45.7 62 42 MP-412 SS-2 3.6-5.1 ss 23.7 3.1 73.2 7.2 66.0 CH 58.1 109 78 I MP-418A SS-16 60.6-61 .5 ss 4.0 6.5 89.5 23.8 65.7 NO NO NO NO MP-419 SS-13 44.6-46.6 ss 4.5 5.8 89.7 14.5 75.2 NO NO NO NO 1

I( 1) Depth typically reported as length of drive or tube push (2) Due to computer roundoff, particle size fractions may total 100 +/- 1 (3) Fines include silt plus clay (4) Shaded cells indicate that no test for that parameter assigned or test results not yet available ND = Not determined; INS = Insufficient material for testing.

AMEC Environment & Infrastructure, Inc.

Page 1 of2

TABLE 5.2 Pmpared By IJ?J~rt-

SUMMARY

OF SOIL INDEX TEST RESULTS Checked By 5///

CLINCH RIVER SMR PROJECT "lJC') AMEC PROJECT NO. 6468131072 I>>=

(Q  :::l n> n cn:::T

-";:o 0 -*

-;§ co..,

Nc 0.005mm Natural Boring Sample Sample Gravel<2 > Sand<2> Fines<3> uses

!!l.

I>> Depth (ft) <1> Silt<2>(%) 2 Moisture LL PI Number Number Type (%) (%) (%) Clay< >(%) Symbol

~ (%)

"'C I 0

I. MP-421 SS-7 15.0-16.5 ss 1.0 8.8 90.2 8.8 81.4 CH 37.3 75 48
o n> MP-421 SS-11 34.3-35.8 ss 0.0 1.1 98.9 8.8 90.1 CH 39.7 75 54

.,. MP-421 SS-12 39.3-40.8 ss 0.0 2.9 97.1 6.6 90.5 ND ND ND ND C')

o MP-423 SS-6 12.4-13.9 ss 0.4 7.9 91.7 30.2 61.5 CH 21.9 67 42 "ll

.....' MP-423 SS-9 25.1-26.6 ss 0.0 18.8 81.2 45.9 35.3 CL 19.0 45 24

..... MP-423 SS-10 30.1-31.6 ss 0.1 11.5 88.4 59.0 29.4 ND ND ND ND N

..... MP-424 SS-8 21.5-23.0 ss 7.8 13.9 78.3 27.9 50.4 ND ND ND ND en MP-424 SS-10 31.5-33.0 ss 14.8 15.8 69.4 23.9 45.5 ND ND ND ND MP-424 NA 138.4-139.6 Core 0.0 1.5 98.5 20.3 78.2 ND ND ND ND MP-424 NA 154.1-155.0 Core 6.1 4.9 89.0 13.2 75.8 ND ND ND ND CC-B1 SS-3 5.9-7.4 ss 41.8 39.6 18.6 ND ND ND 20.1 INS INS CC-B1 SS-5 11.3-12.8 ss 0.0 19.9 80.1 ND ND ML 41 .5 40 11 CC-B1 SS-8 24.1-25.6 ss 0.0 17.2 82.8 60.9 21 .9 ML 28.5 34 9 CC-B2 SS-4 8.7-10.2 ss 0.0 31.3 68.7 37.1 31 .6 CL 24.5 36 16 CC-B2 SS-7 16.7-18.2 ss 0.0 32.5 67.5 39.7 27.8 ML 41.8 44 17 TP-1 S-1 6.0-8.0 Bulk 16.1 6.2 77.7 14.2 63.5 CH 32.2 61 37 TP-2 S-1 1 -2.5 Bulk 21.1 19.8 59.1 26.2 32.9 CL 16.5 46 27 TP-3 S-1 3.0-6.0 Bulk 25.0 34.0 41.0 ND ND sc 20.9 58 31 (1) Depth typically reported as length of drive or tube push (2) Due to computer roundoff, particle size fractions may total 100 +/- 1 (3) Fines include silt plus clay (4) Shaded cells indicate that no test for that parameter assigned or test results not yet available ND =Not determined; INS - Jnsufficient material for testing.

AMEC Environment & Infrastructure, Inc.

Page2of2

(]A~?/<£ "lJC') Prepared By: / v"=' . 5 /4-I>>=

(Q  :::l n> n Checked By:zt:sk 2 I~ I) r cn:::T TABLE 5.3 t-);:o 0 -*

SUMMARY

OF UNCONSOLIDATED UNDRAINED TEST RESULTS- SOIL

-;§ co..,

t-)c CLINCH RIVER SMR PROJECT

!!l.

I>>

AMEC PROJECT NO. 6468131072

~

-g

I.

~

.,. Sample Atterberg Limits <2 l Test Data C') uses Specific Dry Unit Moisture

o Source of Sample Sample Depth Symbol Gravity Weight Content Et(4) Strength<5l "P

..... Sample No. Type ac (3)

..... LL PI (2) (2) t-)

(ft) (1) (pcf) (%) (psi) (%) (psi) en MP-111UD ST-4 15.5-17.5 UD NA<6l NA NA 2.75 100.7 26.8 14 15.0 3.988 MP-122UDA ST-4 12.2-14.2 UD 70 42 CH 2.75 85.5 36.1 14 6.7 10.85 MP-122UDB ST-1 3.3-5.3 UD 64 36 CH 2.75 91 .9 29.9 14 15.0 14.25 MP-122UDB ST-3 9.2-11.2 UD 69 41 CH 2.75 87.0 34.0 14 9.6 7.354 (1) Sample depth shown reflects the depth of start of push plus the length of the recovered sample (2) Atterberg Limits, uses Symbol, and Specific Gravity are also reported in Table 5.2.; specific gravity value estimated.

(3) Confining *pressure as assigned by Bechtel (4) Strain at failure at strain rate of 1% per minute or at maximum 15% strain.

(5) Strength =Undrained Shear Strength (6) NA = Not assigned (7) Sample MP-122UDB ST-5, assigned for UU testing and CU testing, had insufficient material for both tests; Bechtel deleted UU testing.

AMEC Environment & Infrastructure, Inc.

PAGE1 of1

"'C(") Prepared By: }t>y f/C'/;4--

Ill =

(Q  ::I t1) n Checked By: .(1;$"4 ~I <f /'1'

.,.:::; TABLE 5.4

"';;o 0 -*

-~

co..,

SUMMARY

OF CONSOLIDATED UNDRAINED TRIAXIAL TEST RESULTS- SOIL Nc CLINCH RIVER SMR PROJECT a

Ill AMEC PROJECT NO. 6468131072

~

-g

~

~

""'(") Sample Atterberg Limits (2), <3 l uses Specific Dry Unit Moisture Triaxial Test Data (CU)

o Source of Sample Sample "P Depth Symbol Gravity Weight<3l Content <3l c ci> c' cp'

.... Sample No. <4l Type LL PI (2) (2)

(ft) (1)

N (pcf) (%) (psi) (degree) (psi) (degree)

"' 93.3 30.0 MP-111UD ST-3 9.9-11.9 Tube 57 32 CH 2.75 2.7 12.1 1.3 21.7 94.8 28.9 ST-3 9.7-11.7 69 40 91.0 29.7 MP-122UDA ST-4 12.2-14.2 Tube 70 42 CH 2.75 93.0 28.6 2.2 16.4 0.9 26.8 ST-3 9.7-11.7 69 40 94.4 28.3 ST-5 14.6-16.6 59 32 86.1 35.0 MP-122UDB ST-3 9.2-11.2 Tube 69 41. CH 2.75 88.7 33.2 3 13.3 2 20.1 ST-5 14.6-16.6 59 32 97.1 27.5 (1) Sample depth shown reflects the depth of start of push plus the length of the recovered sample (2) Atterberg Limits, USCS Symbol, and Specific Gravity are also reported in Table 5.2.

(3) Values shown are for each point prior to beginning test procedure.

(4) Where more than one tube is listed, samples were taken from similar tubes to provide sufficient sample for testing with Bechtel approval.

AMEC Environment & Infrastructure, Inc.

PAGE1 of1

"'C(") TABLE5.5 Ill =

(Q  ::I t1) n

SUMMARY

OF MOISTURE-DENSITY TEST RESULTS

""';;o 0 -* CLINCH RIVER SMR PROJECT

-~

co..,

Nc AMEC PROJECT NO. 6468131072 a

Ill

~

-g

~

~

I Atterberg Limits <3l Moisture-Density Relationship Data <2l I Percent I

""'(") Natural I Passing No.

o Liquid Plasticity Moisture <1* 3 ) uses Maximum Dry I 200 Sieve Optimum Moisture "P

.... Source of Sample Sample No . Limit Index Classification Density N (LL) (PI) (%) (%) (pcf) (%)

Test Pit TP-1,

"' S-1 61 37 32.2 77.7 CH 109.0A 16.7A 6-8ft 8 8

  • Test Pit TP-2, 120.6 10.9 S-1 46 27 16.5 59.1 CL 1 -2.5 ft 122.7c 10.3c Test Pit TP-3, S-1 58 31 20.9 41.0 sc 105.4 A 17.4A I 3-6ft I NOTES:

(1) Natural moisture content tests performed on jar samples obtained at same time as bulk sample.

(2) Proctor compaction tests performed as indicated by letter superscript:

A. ASTM D1557-12 Modified Method C B. ASTM D 1557-12 Modified Method C with no oversize correction applied.

C. ASTM D 1557-12 Modified Method C with oversize correction [ASTM D 4718-87 (2007)] applied.

(3) Atterberg limits and moisture content are also reported on Table 5.2.

JfrQ~*J Prepared By:~ ~& ft4--

Checked By: fl5A- 3/c;(/ 'T AMEC Environment & Infrastructure, Inc. Page 1 of1

"'C(") Prepared By: -fl&"J.-,~J (1-Ill =

(Q  ::I Checked By: ~a Cf I"'J('Cf t1) n TABLE 5.6 cn;;o

SUMMARY

OF DIRECT SHEAR TEST RESULTS - ROCK 0 -*

-~

co.., CLINCH RIVER SMR PROJECT Nc a AMEC PROJECT Nn 6468131072 Ill 3 Shear Stress Parameters(?) Strength Parameters

~ Rock lnformation( )

-g Sample (Sliding Test)

~ Sample Test Test Normal Boring No. DepthC1l Peak Post-Peak 10 Type (2 ) StressC6l (psi) Peak Post-Peak

~ (ft) cp cp

TypeC4l Formation(s) c c (psi) (psi)

""'(") (psi) (degree) (psi) (degree)

o "P

.... MP-101 L5-1 112.2-112.7 Sliding Siltstone Benbolt (UE) 100,150,200 118,97, 123 79,86,104 18.0 27.7 32.0 19.8 N

..... Limestone MP-101 L5-4 118.30-118.56 Intact Benbolt (UE) 115 150 81 NA NA NA NA

"' (W/M/G)

Limestone MP-101 L5"5 121.26"121.51 Intact Berlbolt (UE) 115 152 80 NA NA NA NA (W/M/G)

Limestone MP-101 L5-2 135.20-135.47 Sliding Rockdell (UD) 110,150200, 104,126,170 97, 122, 140 19.3 36.6 47.1 25.3 (G)

MP-201 L5-11 28.40-28.65 Sliding Siltstone Fleanor (UB) 100,150,200 90, 100, 125 61' 92, 121 52.4 19.3 1.3 31.0 MP-201 L5-12 53.62-53.85 Intact Siltstone Fleanor (UB) 115 239 126 NA NA NA NA MP-201 L5"13 73.35-73.65 Intact Siltstone Fleanor (UB) 115 105 79 NA NA NA NA Limestone MP-201 L5-14 114.15-114.37 Sliding Eidson(UA) 100,150,200 75, 102, 131 68, 92,121 19.3 29.1 14.2 27.9 (M)

Limestone MP-201 L5-15 148.80-149.05 Intact Eidson(UA) 120 228 96 NA NA NA NA (M)

(1) Sample depth is based on lab measurements made along edge of sample due to irregular shapes, and may not exactly match field designation which is measured on centerline of core.

(2) Tested in accordance with ASTM D 5607-08 with approved deviations as noted on test reports. Tested at as-received moisture condition and not soaked.

(3) Information from boring logs.

(4) Rock types are: WC~ckestone/Micrite/Grainstone (WMG); Grainstone (G); Micrite (M); Siltstone (5) Formation, Unit designation (UA, etc.). Fleanor and Eidson are Members of the Lincolnshire Formation.

(6) Intact test done at one normal pressure; Sliding test done at three normal pressures.

(7) Values for sliding test presented in same order as normal pressures.

AMEC Environment & Infrastructure, Inc.

PAGE1of1

TABLE 5.7 "lJC')

SUMMARY

OF SLAKE DURABILITY TEST RESULTS - ROCK CORE I>>=

(Q  :::l n> n CLINCH RIVER SMR PROJECT cn:::T cn;:o 0 -* AMEC PROJECT NO. 6468131072

-;§ co..,

Nc

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I>> ..c '+- ~

Q. "'0 0 o.e

~ 0 (]) (])

c <D(])'C>' ~g c fJ)

-g - Q. 0 ,__ - 0 .......

(])  :;::::; *-

OZ' > ::J

I. Boring >. ~:Co *- c Q. (]) (])

I-co (])

(.)

fJ) (])

c (]) = :::!2. Q.<D

~ (]) E (]) *- .......

co x

~ ,__ (/) (]) *s:: E Number co ,__

E ,__ 0 c

-o..::=.-

(.)  ::J "'0 (.) 0)

.,. co E 0 I~ 0 fJ) co

(/) 0 LL 0 c (]) ,__

C') co ~ u

o (/) 0
:: - ou..

"P

..... MP-103 L3-2 130.5-131.5 M/W Rockdeii,Unit D 0.1 99.2 Type II N

..... MP-105 L3-6 127.0-127.7 Benbolt, UnitE 1.0 97.2 Type II en cs MP-105 L3-8 161.7-162.6 M/W Rockdeii,Unit D 0.5 97.9 Type II MP-106 L3-12 127.7-128.6 W/M Benbolt, Unit E 0.1 99.1 Type liType II MP-107 L3-14 139.6-140.8 MWP Rockdeii,Unit D 0.1 99.4 Type 1/Type II MP-115 L3-23 60.7-62.0 Micrite Benbolt, Unit E 0.2 99.2 Type 1/Type II MP-118 L3-28 62.0-63.3 cs Benbolt, Unit E 1.2 92.8 Type II MP-207 L3-41 157.1-157.6 cs Upper Blackford 1.8 94.4 Type II Lincolnshire, MP-214 L3-42 80.5-81.3 cs 0.6 96.9 Type II Fleanor Unit B Lincolnshire, MP-217 L3-44 74.2-75.3 cs 0.7 98.4 Type II Fleanor Unit B (1) Rock Types: Micrite; Micrite/Wackestone (M/W); Micrite/Wackestone/Packstone (M/W/P); Wackestone/Micrite (W/M);Calcareous Siltstone (CS)

(2) Test Method ASTM 04644-08 with deviations approved by Bechtel 1'3) Following terminology of ASTM D 4644-08 Prepared By 9£_r 1'!4t~ AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

Checked By / If ~~~/If RALEIGH, NC Page 1 of1

TABLE 5.8 Prepared By /~h7/J4-Checked Byc?'or C -t't

SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE ~Y $.!<:.. '"-*ill f',~,..., ,Js *..?

"lJC')

I>>=

(Q  :::l CLINCH RIVER SMR PROJECT n> n cn:::T AMEC PROJECT NO. 6468131072

..... ;:o 0 -*

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co.., ~ Q) ';<--_

Nc 0 0 0. g :c ro Q) Q) OJ~ Q)' :g.~-~ -~

, _ C') ~

Q_

c ..... ~ o§: c.:

z 0~ 0 w~ ~ <J.)

!!l. Boring ~  :::s~ ~>. c en m I>> Q) Q) >~ ~ c ~ID..cr:::;-

Q_ 0 o::::: E

- Q) ..:::- ~ >'t en <ll <J.) > C i-.-+-'-

Number E ..0 Q_'+- .:.:. ~ Q_ 'Ci n.ro On. OJ 0 E E~ Q)

~ ro ro () § c :2:

c.:

0 (J) ..... g E ~ Q_

0 (J) _J 0 0 0 ()

-g ro lL  :::> 0  :::> .b

I. (J) n:: 8 ..:::-

(J)

~

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o "P

N en NA for L 1~ Indicates that sample was not weighed prior to test therefore the unit weight test not performed.

Rock Types: Dolomitic Limestone (DL); Micrite; Micrite/Mudstone (M/M); Micrite/Wackestone (MIW); Micrite/Wackestone/Packstone (MIW/P); Wackestone/Micrite (W/M);Siltstone;Grainstone;Dolomite Formation, Unit Designation (UA, etc). Fleanor and Eidson are Members of the Lincolnshire Formation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; C/S=Cone/Shear Due to core conditions, it was not possible to meet dimensione~l tolerances of ASTM 4543 for some of rock cores. See lab sheets in Appendix G.6 for actual dimensions.

Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and specific gravity test performed.

UC values rounded to nearest 10.

Shaded cells AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 1 of4

TABLE5.8 Prepared By JOJ (1/tJ /r.4---

"'C(") Checked By "cor I,~ n-1"1-Ill =

(Q  ::I

SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE t1) n

.,.:::; CLINCH RIVER SMR PROJECT co;;o 0 -* AMEC PROJECT NO. 6468131072

-~

co..,

Nc .r:: ..>::

§: Q) <l) a Ill 0 ci 0.. Q)

E CD#-~

Q) c Dl- ,_ o§: ~-~£E ~ c z a. * - C'J c<llOJ (!)

0"" 0 Q)- =>~ 4=>. O'l

~ Boring ~ ~ c =t:: <;::Q)c:

a. 0 Q)a; ~ (/) cJ)
  • u 5..... <D E

~ S'E' CD > c0 a.,_

-g Number E .n a.~ ..>:: ~ a. a.ro E

<l) E~ 0 § oc o E ~ 0

~ <l) *c...._ ~0 (/)(9 co(J)

(f) _J <l) 0 :J 0 (J) &. l.!.. 0 :Jo

~

""'(")

o "P

N Unit weight and speciftc gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; C/S=Cone/Shear Due to cor-e conditions, it was not possible to meet dimensional tolerances of ASTM 4543 for some of rock cores. See lab sheets in Appendix G.6 for actual dimensions.

Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and speciftc gravity test performed.

UC values rounded to nearest 10 ..

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 2of4 i !

. . Prepared By  !(}.

"'tl(")

. TABLE 5.8 . J4J vk1/

Ill= CheckeoBl' C72T ~.n-1¢.

IC ::I

SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS ,. ROCK CORE .

(I) n O)::::J' .

<D;;o CLINCH RIVER SMR PROJECT 0 -* AMEC PROJECT N'O. 64681.31072

-~

co..,

Nc

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(\)

Ill 0 0 (!)

I :c m?fl.

Ol- ~~

o§: c Q_

o z (!)-
  • -"'  :::>- ~~

e co (!)

(I) Boring ~

0.. Q  ?' - c: -~ ~ E

-g S:'fi' "' (!) E Number E ..0 .9; *a c: o..ro 0

~ ro ro ~0 ([)0 C[) .....1 0

o 0 (I)

~

(")

o "P

N Formation, Unit Designation (UA, etc}. Fleanor and Eidson are Members of the Lincolnshire Fonnation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; C/S=Cone/Shear Due to core conditions, it was not possible to meet dimensional tolerances of ASTM 4543 for some of rock cores. See lab sheets in Appendix G.6 for actual dimensions.

Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and specific graVity test performed.

UC values rounded to nearest 10.

  • Shaded cells indicate that test not AMEC ENVIRONMENT & JNFRASTRU.CTURE, INC.

RALE/GH,NC Page3of4

TABLE 5.8 Prepared By/&: . vj;i(t f.-

"'tl(")

Ill= Checked By Cprd/-1?-J~

IC ::I

SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE (I) n

~::::J' o;;o CLINCH RIVER SMR PROJECT 0 -* AMEC PROJECT NO. 6468131072

-~

co..,

Nc

..c: (])§.: ~

!!l. Q_ g -o > -- <tl Ill Q 0 :c Ql -- C/)

Ql Ql c Ol- ~~ o§: C tD CL ~

. CL *- M

o z cID oz- 0 m-
::~-  !:!::>. --  !/)- co (I) Boring ~ .... c 0;::::

0.. 0 <!> Q) ~ ~ ID c ~ ..c r::- E

- - Q) s'E' _qz ID > 0 c.....,.._.. 0

-g Number _n CL:t;. ~ E  :!::::! c.. 0 .... CLCil E 0 c ~ [f)'- o E g ID 0

~ ~ l1l E ~§ (9 c 0 Q} a_

r.n 0 0  :::> 0

o -' l1l 1.1.. 0
:> 0 .!::; >.

(I) [f) n:: [f) 1--

~

(")

o "P

N 0)

Formation, Unit Designation (UA, etc). Rea nor and Eidson are Members of the Lincolnshire Formation .

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; *c /S=Cone/Shear Due to tore conditions, it was not possible to meet dimensional tolerances of ASTM 4543 for some of rock cores. See lab sheets in Appendix G.6 for actual cjimensions.

Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and specific gravity test performed.

UC values rounded to nearest 10.

Shaded cells indicate that test AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALBGH,NC Page4of4

TABLE 5.9 Prepared By F4/"1/j4--

SUMMARY

OF UNCONFINED COMPRESSION TEST TESULTS WITH STRESS STRAIN - ROCK CORE Checked By CJTr~tJ/H CLINCH RIVER SMR PROJECT "lJC')

I>>= AMEC PROJECT No. 6468131072 (Q  :::l n> n

-...:::T

-";:o 0 -*

-;§ ..r:: Q) ~

co.., 0.. ct!

Q 0 Q)

E .2:: .c (J) (J)

OJ~

Nc c: CD'#-

~~

o§: -gcoo E: c:

ill z ~~ n. 0 ~ >.

..... ~ -  ::::l Q)

Boring *me  ::::>- en Q) ~

-"'5 .Q 0 (,) <+=gs~==- rn- ~"S ::::-- E

!!l. 0. ~ ~ - c: Q) > c L.. Q) (/J -;n-I>> ~2 s'E' "' ill o- ~"'0~

Number E ..a n.~ ~ E *o c n.ct! oa.L...a. oo- E ct! () - n. (/) ~ o E- ~ *a"' r:r:ct! ill 0 ct! E 0

  • c- :2 0 <=oCI) n. >-:2

~ (/) ....l 0 CJ 0.. 0 ct! 0:: LL :J 0 :J()

"'C (/) ~

0

I.
o n>

C')

o "ll N

Formation, Unit Designation (UA, etc). Fleanor and Eidson are Members of the Lincolnshire Formation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Due to core conditions, it was not possible to meet dimensional tolerances of ASTM 4543 for some of the rock cores. See dimension sheets in Appendix G.6 for details.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; C/S=Cone/Shear Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and specific gravity test performed.

Shaded cells indicate that test not assigned.

reliable lateral strain measurements.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 1 of2

TABLE 5.9 Prepared By jq;J 4/.t:/;tf_/

SUMMARY

OF UNCONFINED COMPRESSION TEST TESULTS WITH STRESS STRAIN - ROCK CORE Checked By_ 6ii-4);oj r+

CLINCH RIVER SMR PROJECT "lJC')

I>>= AMEC PROJECT No. 6468131072 (Q :::l n> n

-...:::T t-);:o 0 -*

-;§ co..,

t-)c ~

fi: :E ro g 0 Q) rocf2. (J) (J)

~~

!!l.

I>> Cl.

Ol- lE c z "(i) ~ -  :::J Q)

Boring >-  :::J- C!l 0 <::

-(/) Q) ~"S  :=- E 1-

~ Number S:'E' *o c o::J"~

o- E

-3; 0

-g  ::::; 0 >-::2: ()

()

I.

~

C')

o "P

t-)

Rock Types: Dolomitic Umestone (DL); Micrite; Micrite/Mudstone (MIM); Micrite/Wackestone (M/W); Micrite/Wackestone/Packstone (M/W/P); Wackestone/Micrite (WIM);Siltstone;Grainstone;Dolomite Formation. Unit Designation (UA. etc). Fleanor and Eidson are Members of the Uncolnshire Formation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Due to core conditions, it was not possible to meet dimensional tolerances of ASTM 4543 for some of the rock cores. See dimension sheets in Appendix G.6 for details.

Types of Breaks: COL=Columnar; C=Cone; S=Shear; C/S=Cone/Shear Unable to perform assigned unconfined test due to core breaking during shipping, handling, or trimming; unit weight and specific gravity test performed.

Shaded cells indicate that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH, NC Page 2 of2

TABLE 5.10 Prepared By !Jtf;~ftt~--

COMPARISON OF ROCK PRESSUREMETER SHEAR MODULUS Checked Byt/(]:ii-r4f~/lr

"'C(")

Ill =

(Q  ::I AND UNCONFINED COMPRESSIVE STRENGTH TEST RESULTS*

t1) n

"';;o CLINCH RIVER SMR PROJECT 0 -*

-~ ...... ......

co.., rn rn U5 ......~ ........

Nc (]) rn o.. Pressuremeter Shear Modulus Values '(ij a ~ f-£ ~ CD E -o .:Y.

Ill '- '- ........- (DE' 1-ro::;:;- CD c

...... ........- -o(f.)~ 0.. 0 Unload- II Unload- II Unload- cCD..C<t 2£ (])- *- 0) ......

2(]) .

~ Boring (])0..

ro CDCD..C ~

-g E o E (]) E -~'--a ~ Initial Modulus Reload Reload Reload -c cCD rn CD Number (])z (]) 2: .:Y.

E

~ '- ~0 '- (]) to CD ()

.... 2l C Modulus Modulus Modulus 8.:::. f-

J  ::Jo_  ::J ...... oOo 0 c (f) .n rn rn c (),:y, 0 LL

~ rn rn rnf- *- rn- c () 0::: (ksi) (500)C3 l (1000)(3 ) (1500)(3)  ::J ro

~ ~ ~  ::J 0 I

""'(") a... a... a... 0::: (ksi) (ksi) (ksi)

o "P MP-105 I PM105-1B 83.7 81.8-83.2 82.7-83.3 W/M Benbolt UE 376.5' 201.5 646.6 1118.4 6.7

.... W/G/M BenboltUE

........ MP-105 I PM105-2B 139.8 137.9-139.3 138.1-138.9 414.0 370.0 957.0 1372.0 6.8 N

..... MP-105 I PM105-3B 188.6 186.7-188.1 186.6-187.2 M/W Rockdell UD 340.0 220.0 530.0 713.0 13.1

"' MP-205 I PM205-1 B 73.7 71.8-73.2 72.7-73.5 Siltstone FleanorUB 316.0 466.0 866.0 1176.0 6.9 MP-205 I PM205-2B 163.5 161.6-163.0 162.6-163.4 M/W Eidson UA 365.0 276.0 506.0 72.5.0 7.1 MP-205 I PM205-3A 210.4 208.5-209.9 208.5-209.0 Micrite Eidson UA 82.0 252.0 366.0 404.0 15.3 (1) Rock Types: Micrite; Micrite/Wackestone (MIW); Wackestone/Grainstone/Micrite (W/G/M); Wackestone/Micrite (W/M); Siltstone (2) Tangent modulus at 1000 psi (3) Test run at approximate stress level (in psi) indicated.

(4) From Table 5.9 AMEC ENVIRONMENT & INFRASTRUCTURE; INC.

RALEIGH,NC Page 1 of1

~-

TABLE 5.11 Prepared By ~j,4(.-Jr~. 1 Checked By ~Cj-F'f1fl

SUMMARY

OF CARBONATE CONTENT TESTII\IG - ROCK CORE

"'tl(") CLINCH RIVER SMR PROJECT Ill=

IC ::I AMEC PROJECT NO. 6468131072 (I) n

~::::J'

"";;o 0 -*

-~

co..,

Nc Sample Depth Calcite Equivalent

!!l.

Ill Boring Number Sample ID Rock Type<1l Formation (ZJ (feet) (%)

o (I)

-g

~

o MP-101 L6-11 90.9-91 .5 Siltstone Benbolt UE 27 (I)

~ I MP-101 L6-12 144.6-145.1 Grainstone Rockdell UD 75

""'(") 148.7-149.7 Grainstone 62

o MP-101 L1-5 Rockdell UD "P

...... MP-101 L6-13 184.6-185.2 M/W Rockdell UD 45 N MP-101 L6-15 378.9-379.6 Micrite Rockdell UC 48 0)

MP-101 L1-13 451.4-452.4 Micrite Fleanor UB 45 MP-202 L6-2 78.5-79.1 Siltstone Fleanor UB 28 MP-202 L6-3 113.1-113.7 Siltstone Fleanor UB 40 MP-202 L1-22 148.7-149.6 Siltstone Fleanor UB 28 MP-202 L6-4 195.8-197.9 Micrite FleanorUB 28 MP-202 L6-5 241.0-242.4 Micrite Eidson UA 51 MP-202 L6-6 247.8-249 Micrite Eidson UA 54 MP-202 L6-9 385.2.-385.9 Siltstone Upper Blackford UA 39 MP-401 L6-19 79.0-79.6 Dolomite Newala 77 MP-401 L6-20 216.4-216.9 Dolomite Newala 90 MP-415 L6-17 25.1-25.7 Siltstone Bowen UF 57 MP-415 L6-16 28.5-28.9 Siltstone Bowen UF 88 MP-415 L6-18 38.6-39.1 Siltstone Bowen UF 26 (1) Rock Types: Dolom.itic Limestone (DL); Micrite; Micrite/Mudstone (M/M); Micrite/Wackestone (M/W); Micri1e/Wackestone/Packstone (MWP);

Wackestone/Micrite (W/M); Siltstone; Grainstone; Dolomite (2) Formation, Unit Designation (UA, etc.). Flea nor and Eidson are Members of the Lincolnshire Formation, AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 1 of 1

TABLE 5.12 Prepared By yl;l;_~1-

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS- ROCK COREhecked By L:pl4 /4/t'I-

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n

.._.:::; AMEC PROJECT NO. 6468131072 cn;;o 0 -*

-~

co..,

..c c-() c Nc (!) .c 0 Q_ §: -3: *:; (/J ci (!) (!) c ~

a z n.

c0 c Ill (!) o:;:;- 0 E (') (!)

Boring (!) (J)

>. :g Ol- 0~

 :::2:

~

""'(")

o "P

N AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 1 of6

TABLE 5..12 Prepared By}__J4/f/,q_

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS- ROCK COREhecked By ~VP:.ff4-/!4-

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n

.._.:::; AMEC PROJECT NO. 6468131072

"';;o 0 -*

-~

co..,

.c 'f5 1:: $

Nc b. N' Eo *:; (j) 0 ci 2c

())

- Q) -c co a Q_ 0 ""'

..c 0 c (j)

Ill Boring z 0:;:?  :;::; (5_ Q) g Q) Q) >- 0--;;-

0. - Q) f- co £3-
  • mOl- Q)Ci' o e E

~ Number E ..0 O..!t:-- E :J- 4= E co co 0 $: '() 0

-g (f) _J E ""0 0 ti Q) co LL ""' Q_

0

~ (f) n::: *c: *o

~ (f)

~

~

""'(")

o "P

N Micrite; Micri*

Fleanor and Eidson are Members of the Lincolnshire Formation_

Unit weight and specific gravity based on as-received moistwre conditions. Unit weight reported to nearest pound_

Shaded cells indicate that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page2of6

TABLE 5.12 Prepared By PfJ- 4(..ajr4

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS- ROCK COREhecked By v U 7 T'I/ttfH-

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n

.._.:::; AMEC PROJECT NO. 6468131072

""-~;;o 0 -*

-~

co.., ..c I p Nc 0.. N' :E *;;

Q ci (])

- (]) -c Ol- .l!l a 0.. * * - *C") ~c ~ c Ill (])

z 09 0 Q) ...__.  ::> ...... (])

Boring >- (9_

0:. g (]) (J) 3;:<;::- ...... c

- (J) f- ~ () .!!2 (J) o e E

~ Number E ..0 CL!::::::-. -" E :t= 0.. o- t;::: E co 0 c ~ *u co E 2:§ 0

-g (f) 0 0  :::J (])

-' co IX' LL 0 0..

0

~ (f) I (f)

~

""'(")

o "P

N Formation, Unit Designation (UA, etc}. Fleanor and Eidson are Members of the*Lincolnshire Forrnation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Shaded cells indicate that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page 3 of6

TABLE 5.12 YtJ;4-4//i-Prepared By~

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS- ROCK COREhecked By cr;rrajr}) #-

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n

.._.:::; AMEC PROJECT NO. 6468131072 co;;o 0 -*

-~

co.., 1: §:

Nc £ 13

~ & ~ (/)

0 0 0.. Q)

E:o 2c a

Ill c 0 1:

Q) z 0. 0

~z- o~ E': Q)

Boring 1]) >.

.:cOl-0.. 0 1- ~ * * - C') (')

~ ~.JQ ID- Q)~ E Number E ..0 0.~ -"' E  :; E m ()

-g m E s 0 (f) _.J 0 Ui 0

~ m ci2 lL c (f) - *a

l ~

~

""'(")

o "P

N Unit weight and specific gravity based on as-received moisture conditions_ Unit weight reported to nearest pound.

Shaded cells indic<Jte that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALE/GH,NC Page 4 of6

. . au#~~

TABLE 5.12 . Prepared By~

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS -ROCK COREhecked By C!:I.ZLqfi/ 14-

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n

.._.:::; AMEC PROJECT NO. 6468131072

<D;;o 0 -*

"""" *;§ co..,

Nc .r::: 't c Q) 0 b. N' E: ....c *:;

0 Q) Q) -c .l'l a z 0.. 0 0 ~ c Ill Q) 0~ :E Q)

Boring >- Ol- o~ CJ_

o_ g Q) Q)

- Q) 1- ~ *CD* e u e E

~ Number E _Q 0..~ -"

~~ E m 0

§  :::>

-g l1l E 0 s *a

"" 0 (f) 0 ;n Q)

--' l1l LL 0

~ (f) 0::: *c. *c; 0..

J  ::;;;; (f)

~

""'(")

o "P

N Formation, Unit Designation (UA, etc). Fleanor and Eipson are Members of the Lincolnshire Formation.

Unit weight and specific gravity based on as-received moisture conditions. Unit weight reported to nearest pound.

Shaded cells indicate that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page5of6

. . . . *~

. TABLE 5.12 Prepared By ~4-

SUMMARY

OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS - ROCK COREhecked By crn:"~jcl/{cJ

"'C(")

Ill =

(Q  ::I CLINCH RIVER SMR PROJECT t1) n co:::T AMEC PROJECT NO. 6468131072 o;;o 0 -*

-~

co..,

.r:: .c Nc 0 -a :s N" *;;;:

ci (J) (J) -c :cOJ- $

a (J) z o_ 0 Ill 0~ *-"'

CD- (5

"' c(!)

Boring Q_ g (!) (!)

- (!) I- ~ s'§' 0 §: E

~ Number E _o 0..!:!::- .Y E  ::=* Ct.. 4= E 0 c ~ *o 0

-g (f) __J E 0 0 (!)

"' LL  ::J o_ 0

~

"' (f)

"' cr: (f)

~

""'(")

o "P

N Micrite;*

Formation, Untt Designation (UA, etc). Fleanor and Eidson are Members of the Lincolnshire Formation.

Untt weight and specific gravity based on as-received moisture condttions. Unit weight reported to nearest pound.

Shaded cells indicate that test not assigned.

AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH,NC Page6of6

TABLE 5.13

SUMMARY

OF VALIDATED GEOCHEMISTRY TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468131072 Well Location: OW-101L OW-101L DUP OW-202L OW-401L OW-409U OW-409L OW-415U OW-416L

"'tl(")

Ill= Sample Date: 11/19[2013 11/19/2013 11/22/2013 11121[2013 11/19/2013 11[19[2013 11/20[2013 11/21/2013 IC ::I (I) n Method Parameter Units Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual co::::J' Anions

... ;;o 0 -* 300.0 Nitrate as N mg/L 0.0054 JQ 0.0099 JQ 0.028 0.15 0.88 0.12 0.90 020

-~

co.., 300.0 Nitrite as N mg/L <0.020 u <0.020 u <0.020 UL <0.020 UL <0.020 u 0.0052 JQ <0.020 UL <0.020 u

~c 300.0 Fluoride mg/L 0.22 0.19 7.4 0.20 Jl-1 0.25 0.37 0.13 0.39

!!l. 300.0 Chloride mg/L 2.1 2.1 24 1.4 1.8 2.2 8.8 7.6 Ill 300.0 Bromide mg/L 0.038 JQ 0.04 JQ 0.17 JQ <0.25 u <0.25 u <0.25 u 0.053 JQ 0.071 JQ

o (I) 300.0 Sulfate mg/L 42 43 93 6.9 83 150 36 63 "C

0

~ Alkalinity

o 310.1 Total Alkalinity. mg/L 300 290 680 180 270 300 270 300 (I)

~ 310.1 Bicarbonate Alk as CaC03 mg/L 300 290 600 180 270 300 270 300

.... 310.1 Carbonate Alk as CaCO:, mg/L <5.0 u <5.0 u 78 <5.0 u <5.0 u <5.0 u <5.0 u <5.0 u

(")

o

"'tl Ammonia

.........' 350.1 Ammonia mg/L 0.310 J 0.350 J 0.580 J OJ40 J 0.099 J 0.710 J 0.140 J 0.120 J N

... Total Dissolved Solids
0) 370 190 410 520 420 TDS mg/L 370 1100 370 Total Metals SW6020A Calcium mg/L 130 J 99 J 23 40 140 46 150 99 SW6020A Iron mg/L 0.33 0.31 19 0.14 0.22 0.068 0.39 0.072 SW6020A Potassium mg/L 2,1 2.1 14 1.8 1.2 8.1 2.4 0.77 SW6020A Magnesium mg/L 23 22 9.9 22 23 31 13 13 SW6020A Manganese mg/L 0.05 0.048 0.16 0.008 0.011 0.017 0.046 0.020 SW6020A Sodium mg/L 7.8 7.6 280 0.91 4.8 99 5.2 29 SW6020A Silicon mg/L 3.9 4.2 82 4.7 7.6 4.6 7.6 5 SW6020A Silica mg/L 8.3 9 170 10 16 9.9 16 11 Cation/Anion Balance SM1030F Sum of Anions meq/L 6.9 6.8 17 3.8 7.2 92 6.5 7.6 SM1030F Sum of Cations meq/L 8.8 7.2 16 3.9 9.1 9.4 8.9 7.3 SM1030F Cation/Anion Balance  % 12 3.0 -32 1.4 12 1.1 16 -1.7 SM1030F %Error  % 12 3.0 -3.2 1.4 12 1.1 16 -1.7 Notes:

meq/L milliequivalents per liter

=

mg!L = milligrams per liter

%=percent Data Qualifier Definitions J = Estimated quantitation based on associated QC data JQ Estimated quantitation; value is between the reporting limit and the

=

detection limit JH = Estimated quantitation; possibly biased high based on QC data JL = Estimated quantitation; possibly biased low based on QC data U = Undetected.

UJ = Undetected; the reporting detection limit is considered imprecise.

UL = Undetected; data biased low: the reporting detection limit is higher than indicated.

Sheet 1 of2

TABLE 5.13

SUMMARY

OF VALIDATED GEOCHEMISTRY TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468131072 Well Location: OW417L OW-418U OW-419U OW-420L OW420LDUP OW421L OW423U

"'C(")

Ill = Sample Date: 11/21/2013 11/20/2013 11/20/2013 11/22/2013 11/22/2013 11122/2013 11/19/2013 (Q  ::I t1) n Method Parameter Units Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual Result Qual co:::T Anions N;;o 0 -* 300.0 Nitrate as N mg/L <0.020 u 0.68 0.43 0.36 J 0.25 J 1.6 0.14

-~

co.., 300.0 Nitrite as N mg/L <0.020 u <0.020 u <0.020 u <0.020 UL <0.020 UL <0.020 UL <0.020 u Nc 300.0 Fluoride mg/L 0.18 0.3 0.16 0.31 JH 0.35 0.58 0.090 JQ a 300.0 Chloride mg/L 2.8 2.7 1.3 2.1 J 2.6 J 2.6 2.7 Ill 300.0 Bromide mg/L 0.048 JQ <0.25 u <0.25 u- <0.25 u <0.25 u <0.25 u <0.25 u

~ 300.0 Sulfate mg/L 13 20 17 14 15 8.3 24

-g

~ Alkalinity

~ 310.1 Total Alkalinity mg/L 320 270 270 230 240 210 290

310.1 Bicarbonate Alk as CaC03 mg/L 320 270 270 230 240 210 290 310.1 Carbonate Alk as CaC0 3 mg/L <5.0 u .<5.0 u <5.0 u <5.0 u <5.0 u <5.0 u <5.0 u

""'(")

o Ammonia "P

.... 350.1 Ammonia mg/L 0.140 J 0.059 J 0.140 J 0.110 J 0.140 J <0.050 UL 0.083 J N

..... Total Dissolved Solids TDS mg/L 340 300 290 270 280 230 340 Total Metals SW6020A Calcium mg/L 61 52 72 59 59 38 99 SW6020A Iron mg/L 0.041 JQ 0.055 0.023 JQ 0.25 0.29 0.23 0.076 SW6020A Potassium mg/L 3.4 2.7 1.5 1.8 1.9 12 1.3 SW6020A Magnesium mg/L 31 19 29 26 26 27 19 SW6020A Manganese mg/L 0.021 0.0037 0.0023 0.033 0.032 0.01 0.051 SW6020A Sodium mg/L 22 40 0.91 1.2 1.3 12 8.7 SW6020A Silicon mg/L 6.1 8.7 3.2 4.2 4.4 6 7.2 SW6020A Silica mg/L 13 19 6.8 9 9.4 13 15 Cation/Anion Balance SM1030F Sum of Anions meq/L 6.8 6.0 5.8 5.0 5.2 4.6 6.4 SM1030F Sum of Cations meq/L 6.7 6.0 6.1 5.2 5.2 5.0 6.9 SM1030F Cation/Anion Balance  % -0.76 0.019 2.0 2.1 -0.019 3.9 4.1 SM1030F %Error  % -0.76 0.019 2.0 2.1 -0.019 3.9 4.1 Notes:

meq/L = milliequivalents per liter mg/L = milligrams per liter

%=percent Data Qualifier Definitions J = Estimated quantitation based on associated QC data JQ = Estimated quantitation; value is between the reporting limit and the detection limit -

JH = Estimated quantitation; possibly biased high based on QC data JL = Estimated quantitation; possibly biased low based on QC data U = Undetected. Prepared by/Date: JAH 4109/14 UJ = Undetected; the reporting detection limit is considered imprecise. Checked by/Date* WPB 4109/14 UL = Undetected; data biased low: the reporting detection limit is higher than indicated. ~~ ~4-Jtillf-Sheetz of 2

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