ML19030A490

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Pages 47-82
ML19030A490
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: ML19030A490 (36)
v • d • e


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Boring Number MP-101 MP-102 MP-103 MP-104 MP-105 MP~106 MP-107 MP-108 MP-109 MP-11 0 MP-111 MP-111 ps (7J MP-111 UD MP-112 (3)

MP-113(3)

MP-114 MP-115 MP-116 MP-117 MP-118 MP-119 MP-120 MP-121 MP-122 MP-122 PS-A (7)

MP-122 PS-B (7)

Equipment Drill Rig

. CME-750X(P)

CME-750X(P)

D-120 (M&W)

CME55 (TSD)

CME-750X(P)

CME 550X (PO)

CME 550X (PD)

CME 550X (PD)

CME 550X(PD)

CME 550X (PD)

CME 550X (PD)

Schram T450 BH D-120 (M&W)

CME 75 (TSD)

CME 75 (TSD)

CME 75 (TSD)

CME 550X (PD)

CME-750X(P)

CME 550X (PD)

CME 550X (PD)

CME-55LC (CT)

CME 55 (TSD)

CME-550X(P)

CME-550X(P)

Schram T450 BH Schram T450 BH TABLE 2.1 TESTING

SUMMARY

- BORIIItGS CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Depth (ft)

As-Drilled Coordinates/Elevations Ground Northing Easting Proposed Actual Surface (US ft)

(US ft)

Elevation (ft) 540 540.6 570249.6 2448355.2 800.5 350 350.6 570097.9 2448404.3 797.9 175 174.5 570287.2 2448367.5 800.6 175 177.2 570093.9 2448449.1 797.7 175 195.2 570210.2 2448343.5 800.2 175 174.2 5701 36.4 2448377.2 798.7 175 174.6 570291.6 2448284.8 801.6 175 174.3 570051.7 2448376.3 798.5 175 174.0 570144.6 2448295.8 799.9 175 174.0 570190.7 2448403.3 798.7 175 173.9 570328.7 2448345.0 801.1 65 59.5 570345.7 2448334.2 801.6 N/A 20.0 570356.0 2448326.4 801.7 175 177.5

!570261.9 2448472.1 799.2 175 178.0 570184.9 2448486.5 797.5 175 175.2 570052.5 2448464.6 797.2 100 99.1 570094.9 2448562.0 796.9.

100 100.4 570202.4 2448560.2 797.6 100 99.7 570296.0 2448520.2 800.0 100 99.1 570370.9 2448445.5 799.8.

100 100.9 570414.6 2448544.7 802.1 350 350.0 570319.1 2448584.2 800.1 100 100.9 570227.9 2448623.1 797.6 100 99.3 570130.4 2448654.4 796.7 50 38.7 570140.5 2448638.2 796.7 50 51.0 570117.8 2448648.1 796.6 AMEC Environment & Infrastructure, iNC.

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MP-122 UD-A MP-122 UD-B MP-201 MP-202 MP-203 MP-204 MP-205 MP-206 MP-207 MP-208 MP-209 MP-210 MP-211 MP-212 <3l MP-213 <3l MP-21 4 MP-215 MP-216 MP-217 MP-218.

MP-219 <4l MP-219A (s)

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Equipment Drill Rig D-120 (M&W)

D-120 (M&W)

CME-55LC (CT)

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CME-55(CT}

CME-750X(P)

D-120 (M&W)

CME-55LC (CT)

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CME 75 {TSD)

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CME-55(CT)

D 120 D-120 (M&W)

CME-55(CT)

CME-55(CT)

CME-55(CT}

CME-55(CT}

CME-55LC (CT)

D-120 (M&W)

TABLE 2.1 TESTING

SUMMARY

- BORINGS CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072

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Depth (ft)

As-Drilled Coordinates/Elevations Ground Northing Easting Proposed Actual Surface (USft)

(US ft)

Elevation (ft)

N/A 14.2 570128.9 2448643.7 796.6 N/A 16.6 570155.3 244867-0.6 797.0 420 ~

420.6 571083.7 2447980.8 790.9 460 461.0 570922.1 2448050.0 811.8 225 225.6 571118.2 2448014.3 791.5 175 176.9 570921.7 2448097.0 812.0 225 225.5 571025.3 2448006.8 810.9 175 176.4 570964.0 2448025.6 811.8 225 225.7 571101.6 2447930.3 779.7 175 174.6 570880.5 2448024.1 811.9 225 225.7 570972.7 2447945.1 807.7 175 174.4 571019.3 2448051.2 809.9 175 176.0 571162.0 2447986.6 779.8 175 177.8 571093.5 2448107.3 810.7 175 177.3 571009.3 2448148.5 813.0 175 175.8 570881.2 2448110.8 812.5 100 100.6 570924.5 2448210.7 813.4 100 101.5.

571031.0 2448209.1 813.4 100 99.3 571125.2 2448169.2 811.6 100 99.6 571176.5 2448147.4 810.9 270 96.5 571223.7 2448195.7 812.9 270 269.1 571254.2 2448184.6 808.6 100 101.3 571146.9 2448232.2 813.2 100 101.2 571056.6 2448270.6 813.1 100 101.0 570965.5 2448308.6 812.9 420 419.6 571954.2 2447605.1 817.7 AMEC Environment & InfrastrUcture, INC.

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Equipment Drill Rig D-120 {M&W)

D-120 (M&W)

D-120 (M&W)

D-120 (M&W)

D-120 {M&Wl CME55(TSD)

CME55 (TSD)

N/A CME-55(CT)

CME-55{CT)

D-120(mw2)

CME-750X(P)

D-120 (M&W)

D-120 (M&W)

CME-55(TSD)

GME-55(CT)

CME-55(TSD)

CME-750X(P)

CME-750X(P)

D-120 (M&W)

D-120 (M&W}

CME55 (TSD)

D-120(M&W}

D-120 (M&W)

CME-75(TSD}

CME75 (TSD)

TABLE 2.1 TESTING

SUMMARY

- BORINGS CLINCH RIVER $MR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Depth {ft)

As-Drilled Coordi nates/Eievatio ns Ground Northing Easting Proposed Actual Surface

{US ft)

(US ft)

Elevation (ft) 200 199.3 571941.4 2447479.8 816.5 200 199.2 571646.0 2447607.5 836.2 200 199.8 571709.4. 2447758.1 837.1 200 20.4 571979.1 2447644.2 816.9 200 199.4 571975.7 2447647.3 817.1 200 201.3 571775.0 2447965.9 855.1 200 200.2 569888.8 2447094.2 761.5 N/A N/A N/A N/A N/A 200 251.5 570584.3 2448158.9 807.0 200 201.0 570774.2 2448368.8 809.4 200 199.6 571500.5 2447500.3 836.8 320 321.0 571424.0 2447850.6 823.7 200 199.2 571645.7 2446938.7 809.0 200 199.4 572070.0 2447564.7 817.5 320 320.1 569577.1 2448164.8 784.3 320 321.7 569978.3 2447520.0 809.6 320 320.1 569915.4 2446630.3 772.7 320 87.8 570500.3 2447030.2 811.6 320 320.6 570514.7 2447049.6 811.1 320 321.1 571269.8 2446700.6 799.6 320 319.4 572033.0 2446918.3 803.1 320 320.3 570532.3 2446439.6 803.6 320 320.0 570423.7 2448732.0 799.9 320 319.3 571470.3 2448276.4 799.0 270 273.2 570450.2 24483612 800.6 270 272.9 570814.6 2448199.5 811.9 AMEC Environment & Infrastructure, INC.

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TABLE 2.1 TESTING

SUMMARY

- BORINGS CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 As-Dril.led Coordinates/Elevations Boring Number Ground Northing Easting Drill Rig Proposed Actual Surface (US ft)

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Elevation (ft)

MP-426 (3J CME 75(TSD) 270 272.3 571764.5 2447811.0 842.2 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 MP-429 D-120 {M&W) 200 199.2 569975.5 2448591.1 796.0 CC-B1 CME-55LC (CT}

350 140.6 569036.1 2449632.4 800.3 CC-B2 CME-750X(P) 250 206.0 568891.0 2449759.9 799.8 HorizontaiNertical Datum: Tennessee State Plane Coordinates (East Zone) NAD 1983/NAVD 1988

<1> SPT-Standard Penetration Test

<2J 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, Prepared By/Date:SJ~ 3/C. itt(

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TP-1 8

TP-2 3

TP-3 12 TABLE2.2 TESTING

SUMMARY

- TEST PITS CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Coordinates/Elevations of Corners Northing Easting Ground Surface (US ft)

{US ft)

Elevation (ft) 570139.2 2448648.8 796.9 570141.5 2448650.9 796.7 570137.3 2448656.5 796.7 570134.8 2448654.1 796.8 570932.4 2448044.9 811.5 570927.4 2448048.9 811.7 570925.8 2448047.5 811.8 570931.1 2448042.7 811.4 569034.6 2449640.9 800.4 569035.7 2449643.4 800..5 569024.2 2449644.7 800.8 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.

AMEC Environment & Infrastructure, INC.

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Sampling TP-1 S-1 6.0' to 8.0' TP-2 S-1 1.0' to 2.5' TP-3 S-1 3.0' to 6.0' TP-3 S-2 10.0' to 12.0' Page 1 of1

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TABLE2.3 TESTING

SUMMARY

- SURFACE GEOPHYSICS CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Prepared By/Date: $,JZ...-

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Coordinates/Elevations - Start Point Coordinates/Elevations - End Point I

PointiD Northing Easting Ground Surface Northing (US ft)

(US ft)

Elevation (US ft)

(ft)

Seismic Refraction Line 1 (SRS-1) 570478..0 2448238.1 804.4 571018.7 Seismic Refraction Line 2 (SRS-2) 570729.1 2448337.1 808.1 571161.5 Seismic Refraction Line 3 (SRS-3) 569842.1 2448507.9 795.0 570382.6 1 Seismic Refraction Line 4 (SRS-4) 569899.9 2448644.7 792.8 570440.7 Seismic Refraction Line 5 (SRS-5) 570440.0 2447999.1 807.9 570833.9 Seismic Refraction Line 6 (SRS-6) 570381.1 2447403.0 768.3 570867.0 Seismic Reflection Line 1 (SRL-1) 571414.0 2448125.9 807.5 568908.0 Seismic Reflection Line 2 (SRL-2) 570542.5 2446421.7 801.2 569476.7 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.

Easting Ground Surface (US ft)

Elevation (ft) 2448008.3 810.2 2448152.9 810.9 2448277.8 802.8 2448415.1 800.9 2448435.0 810.9 2447733.2 776.7

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Elevation Top of Casing (ft)

TABLE 3.1 OBSERVATION WELL

SUMMARY

CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Elevation Elevation Top of Bottom of Screen Screen (ft)

(ft)

AMEC Environment & Infrastructure, INC.

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TABLE 3.1 OBSERVATION WELL

SUMMARY

CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Elevation ti oe* *mr'Ql]:Weil'ii Elevation Elevation 6~~F -

Top of Bottom of Screen Screen (ft)

(ft)

Northing (US ft)

  • 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.

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FIELD PARAMETER

SUMMARY

- GROUNDWATER SAMPLING r

  • Lf-CLINCH. RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 ParameterPl Well Number pH (std Specific Turbidity Dissolved Tem~erature Redox potential Date Conductance Purge Water Appearance units)

(mS/cm)

(ntu)

Oxygen (mg/L) coq (2)

(+/- mv)

I OW-101L 11/19/2013 7.17 0.620 3.86 0.05 116.5

-152.5 Clear, faint sulphur odor OW-202LC3l 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.

AMEC Environment & Infrastructure, INC.

Page 1 of1

TABLE 4.1 SAMPLES PREPARED FOR Kd ADSORPTION TESTING CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468*13*1072 S7J2, If 'J/1'(

Prepared By/Date:_* ____

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

Soil/Rock Samples Water Samples Boring Number Sample Type Sample Depth Well Number MP-101 Rock 1mm 147.4-148.6 OW-101L MP-101 Rock 1cm 147.4-148.6 OW-202L MP-202 Rock 1mm 156.4-157.8 OW-409U MP-202 Rock 1cm 156.4-157.8 OW-409L MP-202 Rock 1mm 231.0-232.3 OW-415U MP-202 Rock 1cm 231.0-232.3 OW-416L MP-409 Rock 1mm 193.6-194.1 OW-418U MP-409 Rock 1cm 193.6-194.1 OW-419U MP-415 Rock 1mm 27.6-28.4 OW-420L MP-415 Rock 1cm 27.6-28.4 OW-423U 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.

Clinch River Data Report Rev. 4 CRP-1112.16 Page 56 of82 Sample Type Water-2 liters Water-4 liters Water-2 liters Water-2 liters Water-2 liters Water - 4 liters Water-2 liters Water - 2 liters Water-2 liters Water-2 liters Page 1 of1

Boring Number MP-202 MP-202 MP-202 MP-101 MP-101 TABLE 4.2 ROCK SAMPLES SHIPPED FOR LETTIS CONSULTANTS INTERNATIONAL CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Sample Depth Sample Type 50.1' to 50.7' Rock Core 261.0' to 261.6' Rock Core 329.9' to 330.8' Rock Core 39.1' to 40.0' Rock Core 275.6' to 276.6' Rock Core 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.

Clinch RiverData Report Rev. 4 CRP-1112.16 Page 57 of82 Prepared By/Date: s;~

Checked By/Date:/l--<8 A Sample ID Number LB-01 L6-07 L6-08 L6-10 L6-14 t/1 J/llf t/1 ~/t'f Page 1 of1

TABLE 4.3 Prepared By/Date: t/l :J /It; <;?' ~

Checked By/Date: /2~A-1/ 11 / 1Y 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 MP-218 66.7 to 67.7 Rock Core 67.8 to 68.8 MP-218 71.3to 72.3 Rock Core 72.3 to 73.3 MP-218 79.5 to 80.5 Rock Core 80.5 to 81.5 MP-218 85.3 to 86.3 Rock Core 86.3 to 87.3 MP-218 90.3 to 91.3 Rock Core 91.3 to 92.3 MP-218 60.3 to 61.3 Rock Core N/A MP-218 74.3 to 75.3 Rock Core 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.

Clinch River Data Report Rev. 4 CRP-1112.16 Page 58 of82 Sample Type Rock Core Rock Core Rock Core Rock Core Rock Core N/A N/A Page 1 of1

Pe<p,red By/D't"

  • 1/13/ttl--

TABLE 5.1 Checked By/Date: Ci5Z--

I /t 3,// tf

SUMMARY

OF LABORATORY ORGANIZATIONS AND TESTING CLINCH RIVER SMR PROJECT OAK RIDGE, TENNESSEE AMEC PROJECT NO. 6468-13-1072 Laboratory Organization Tests Performed AMEC - Durham, NC Soil Testing on Disturbed Samples: Moisture content, particle 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 GeoTesting Express-Acton, MA Rock Core Testing: Unit weight, specific gravity, slake durability, 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

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SUMMARY

OF SOIL INDEX TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Boring Sample Sample Gravei<2J Sand<2J Fines<3J 0.005mm Number Number Depth (ft) <1J Type

(%)

(%)

(%)

Silt<2J (%) Clay<2J(%)

MP-111UO ST-3 9.9-11.9 UO 19.8 12.8 67.4 17.4 50.0 MP-111UO ST-5 17.4-19.4 UO 15.3 17.9 66.8 20.4 46.4 MP-114 SS-2 2.5-4.0 ss 8.8 11.0 80.2 10.7 69.5 MP-116 SS-9 23.9-25.4 ss 0.0 2.5 97.5 31.7 65.8 MP-117 SS-4 8.8-10.0 ss 0.8 11.1 88.1 24.0 64.1 MP-117 SS-7 19.5-21.0 ss 0.0 13.2 86.8 27.3 59.5 MP-122 SS-5 11.1-12.6 ss 11.4 8.4 80.2 14.4 65.8 MP-122UOA ST-2 7.1-9.3 UO 16.6 8.6 74.8 20.2 54.6 MP-122UOA ST-3 9.7-11.7 UO 15.5 7.4 77.1 16.0 61.1 MP-122UOA ST-4 12.2-14.2 uo 4.9 9.4 85.7 15.4 70.3 MP-122UOB ST-1 3.3-5.3 UO 2.7 4.3 93.0 20.2 72.8 MP-122UOB ST-3 9.2-11.2 UO 1*,,**.,".:*.'*'<,,**

1'><'::>.. *.,

' ;. §cf I :'*;~,"' '",.,

MP-122UOB ST-5 14.6-16.6 UO 17.4 7.3 75.3 19.6 55.7 MP-203 SS-3 5.1-6.6 ss 24.4 10.6 65.0 15.8 49.2 MP-207 SS-4 8.6-10.1 ss 0.1 15.3 84.6 50.3 34.3 MP-210 SS-4 8.4-9.9 ss 6.9 17.9 75.2 16.6 58.6 MP-217 SS-12 36-37.5 ss 42.4 28.9 28.7 13.7 15.0 MP-402 SS-4 7.4-8.9 ss 13.1 16.3 70.6 8.3 62.3 MP-409 SS-2 3.2-4.7 ss 11.6 16.2 72.2 23.4 48.8 MP-409 SS-9 23.4-24.9 ss 46.2 25.0 28.8 12.9 15.9 MP-409 SS-12 38.4-39.9 ss 0.0 0.6 99.4 17.5 81.9 MP-412 SS-2 3.6-5.1 ss 23.7 3.1 73.2 7.2 66.0 I MP-418A SS-16 60.6-61.5 ss 4.0 6.5 89.5 23.8 65.7 1 MP-419 SS-13 44.6-46.6 ss 4.5 5.8 89.7 14.5 75.2 I ( 1) Depth typically reported as length of drive or tube push (2) Due to computer roundoff, particle size fractions may total 1 00 +/- 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.

uses Natural Symbol Moisture

(%)

CH 26.2 CH 31.0 CH 29.9 CH 26.5 CH 32.0 CH 27.1 NO NO CH 27.8 CH 28.1 CH 32.7 CH 29.1 39.0 CH 27.7 CH 34.3 CL 10.9 CH 20.3 NO NO CH 31.9 CH 24.1 NO NO CH 45.7 CH 58.1 NO NO NO NO LL (%)

57 56 66 62 72 68 NO 63 69 70 64 69 59 56 31 51 NO 74 51 NO 62 109 NO NO Prepared By 1#{/~ 1---

  • Checked Byt/ ~

'3/s-//"f PI(%)

32 32 42 40 46 46 NO 33 40 42 36 41 32 35 13 31 NO 48 30 NO 42 78 NO NO Page 1 of2

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SUMMARY

OF SOIL INDEX TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Boring Sample Sample Gravel<2>

Sand<2> Fines<3>

0.005mm Depth (ft) <1>

Silt<2> (%)

Number Number Type

(%)

(%)

(%)

Clay<2>(%)

MP-421 SS-7 15.0-16.5 ss 1.0 8.8 90.2 8.8 81.4 MP-421 SS-11 34.3-35.8 ss 0.0 1.1 98.9 8.8 90.1 MP-421 SS-12 39.3-40.8 ss 0.0 2.9 97.1 6.6 90.5 MP-423 SS-6 12.4-13.9 ss 0.4 7.9 91.7 30.2 61.5 MP-423 SS-9 25.1-26.6 ss 0.0 18.8 81.2 45.9 35.3 MP-423 SS-10 30.1-31.6 ss 0.1 11.5 88.4 59.0 29.4 MP-424 SS-8 21.5-23.0 ss 7.8 13.9 78.3 27.9 50.4 MP-424 SS-10 31.5-33.0 ss 14.8 15.8 69.4 23.9 45.5 MP-424 NA 138.4-139.6 Core 0.0 1.5 98.5 20.3 78.2 MP-424 NA 154.1-155.0 Core 6.1 4.9 89.0 13.2 75.8 CC-B1 SS-3 5.9-7.4 ss 41.8 39.6 18.6 ND ND CC-B1 SS-5 11.3-12.8 ss 0.0 19.9 80.1 ND ND CC-B1 SS-8 24.1-25.6 ss 0.0 17.2 82.8 60.9 21.9 CC-B2 SS-4 8.7-10.2 ss 0.0 31.3 68.7 37.1 31.6 CC-B2 SS-7 16.7-18.2 ss 0.0 32.5 67.5 39.7 27.8 TP-1 S-1 6.0-8.0 Bulk 16.1 6.2 77.7 14.2 63.5 TP-2 S-1 1 -2.5 Bulk 21.1 19.8 59.1 26.2 32.9 TP-3 S-1 3.0-6.0 Bulk 25.0 34.0 41.0 ND ND

( 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.

Pmpared By IJ?J~rt-Checked By 5///

uses Natural Moisture LL PI Symbol

(%)

I CH 37.3 75 48 CH 39.7 75 54 ND ND ND ND CH 21.9 67 42 CL 19.0 45 24 ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND 20.1 INS INS ML 41.5 40 11 ML 28.5 34 9

CL 24.5 36 16 ML 41.8 44 17 CH 32.2 61 37 CL 16.5 46 27 sc 20.9 58 31 Page2of2

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SUMMARY

OF UNCONSOLIDATED UNDRAINED TEST RESULTS-SOIL CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072

(]A~?/<£ Prepared By: / v"='. 5 /4-Checked By:zt:sk 2 I~ I) r Sample Atterberg Limits <2l uses Specific Dry Unit Moisture Test Data Source of Sample Depth Sample Symbol Gravity Weight Content a (3)

Et(4)

Strength<5l Sample No.

Type LL PI c

(ft) (1)

(2)

(2)

(pcf)

(%)

(psi)

(%)

(psi)

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

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SUMMARY

OF CONSOLIDATED UNDRAINED TRIAXIAL TEST RESULTS-SOIL CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Sample Atterberg Limits (2), <3l uses Specific Dry Unit Moisture Triaxial Test Data (CU)

Source of Sample Depth Sample Symbol Gravity Weight<3l Content <3l c'

Sample No. <4l Type c

ci>

cp' (ft) (1)

LL PI (2)

(2)

(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

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SUMMARY

OF MOISTURE-DENSITY TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Atterberg Limits <3l Natural Percent Passing No.

Liquid Plasticity Moisture <1* 3) uses 200 Sieve Source of Sample Sample No.

Limit Index Classification (LL)

(PI)

(%)

(%)

Test Pit TP-1, S-1 61 37 32.2 77.7 CH 6-8ft

  • Test Pit TP-2, S-1 46 27 16.5 59.1 CL 1 -2.5 ft Test Pit TP-3, S-1 58 31 20.9 41.0 sc 3-6ft 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.

AMEC Environment & Infrastructure, Inc.

Moisture-Density Relationship Data <2l Maximum Dry Optimum Moisture Density (pcf)

(%)

109.0A 16.7A 120.68 10.98 122.7c 10.3c 105.4 A 17.4A JfrQ~*J Prepared By:~ ~& ft4--

Checked By: fl5A-3/c;(/ 'T I

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N Sample Sample Test Boring No.

10 DepthC1l Type (2)

(ft)

MP-101 L5-1 112.2-112.7 Sliding MP-101 L5-4 118.30-118.56 Intact MP-101 L5"5 121.26"121.51 Intact MP-101 L5-2 135.20-135.47 Sliding MP-201 L5-11 28.40-28.65 Sliding MP-201 L5-12 53.62-53.85 Intact MP-201 L5"13 73.35-73.65 Intact MP-201 L5-14 114.15-114.37 Sliding MP-201 L5-15 148.80-149.05 Intact TABLE 5.6

SUMMARY

OF DIRECT SHEAR TEST RESULTS - ROCK CLINCH RIVER SMR PROJECT AMEC PROJECT Nn 6468131072 Rock lnformation(3)

Shear Stress Parameters(?)

Test Normal StressC6l (psi)

Peak Post-Peak TypeC4l Formation(s)

(psi)

(psi)

Siltstone Benbolt (UE) 100,150,200 118,97, 123 79,86,104 Limestone Benbolt (UE) 115 150 81 (W/M/G)

Limestone Berlbolt (UE) 115 152 80 (W/M/G)

Limestone Rockdell (UD) 110,150200, 104,126,170 97, 122, 140 (G)

Siltstone Fleanor (UB) 100,150,200 90, 100, 125 61' 92, 121 Siltstone Fleanor (UB) 115 239 126 Siltstone Fleanor (UB) 115 105 79 Limestone Eidson(UA) 100,150,200 75, 102, 131 68, 92,121 (M)

Limestone Eidson(UA) 120 228 96 (M) c (psi) 18.0 NA NA 19.3 52.4 NA NA 19.3 NA Prepared By: -fl&"J.-,~J (1-Checked By: ~a Cf I"'J('Cf Strength Parameters (Sliding Test)

Peak Post-Peak cp c

cp (degree)

(psi)

(degree) 27.7 32.0 19.8 NA NA NA NA NA NA 36.6 47.1 25.3 19.3 1.3 31.0 NA NA NA NA NA NA 29.1 14.2 27.9 NA NA NA (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.

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MP-103 L3-2 MP-105 L3-6 MP-105 L3-8 MP-106 L3-12 MP-107 L3-14 MP-115 L3-23 MP-118 L3-28 MP-207 L3-41 MP-214 L3-42 MP-217 L3-44 TABLE 5.7

SUMMARY

OF SLAKE DURABILITY TEST RESULTS - ROCK CORE CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072

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130.5-131.5 M/W Rockdeii,Unit D 0.1 99.2 127.0-127.7 cs Benbolt, UnitE 1.0 97.2 161.7-162.6 M/W Rockdeii,Unit D 0.5 97.9 127.7-128.6 W/M Benbolt, Unit E 0.1 99.1 139.6-140.8 MWP Rockdeii,Unit D 0.1 99.4 60.7-62.0 Micrite Benbolt, Unit E 0.2 99.2 62.0-63.3 cs Benbolt, Unit E 1.2 92.8 157.1-157.6 cs Upper Blackford 1.8 94.4 80.5-81.3 cs Lincolnshire, 0.6 96.9 Fleanor Unit B 74.2-75.3 cs Lincolnshire, 0.7 98.4 Fleanor Unit B

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Type II Type II Type II Type liT ype II Type 1/Type II Type 1/Type II Type II Type II Type II Type II (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~

Checked By /

If ~~~/If AMEC ENVIRONMENT & INFRASTRUCTURE, INC.

RALEIGH, NC Page 1 of1

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SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE CLINCH RIVER SMR PROJECT

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

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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

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SUMMARY

OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Boring Number 0

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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

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Jo 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.

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SUMMARY

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OF UNCONFINED COMPRESSION TEST RESULTS - ROCK CORE CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Boring Number Q

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SUMMARY

OF UNCONFINED COMPRESSION TEST TESUL TS WITH STRESS STRAIN - ROCK CORE CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468131072 Boring Number Q

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reliable lateral strain measurements.

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SUMMARY

OF UNCONFINED COMPRESSION TEST TESUL TS WITH STRESS STRAIN - ROCK CORE CLINCH RIVER SMR PROJECT Q)

Cl.

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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.

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SUMMARY

OF CARBONATE CONTENT TESTII\\IG - ROCK CORE CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072 Sample ID Sample Depth Rock Type<1l Formation (ZJ (feet)

L6-11 90.9-91.5 Siltstone Benbolt UE L6-12 144.6-145.1 Grainstone Rockdell UD L 1-5 148.7-149.7 Grainstone Rockdell UD L6-13 184.6-185.2 M/W Rockdell UD L6-15 378.9-379.6 Micrite Rockdell UC L 1-13 451.4-452.4 Micrite Fleanor UB L6-2 78.5-79.1 Siltstone Fleanor UB L6-3 113.1-113.7 Siltstone Fleanor UB L 1-22 148.7-149.6 Siltstone Fleanor UB L6-4 195.8-197.9 Micrite FleanorUB L6-5 241.0-242.4 Micrite Eidson UA L6-6 247.8-249 Micrite Eidson UA L6-9 385.2.-385.9 Siltstone Upper Blackford UA L6-19 79.0-79.6 Dolomite Newala L6-20 216.4-216.9 Dolomite Newala L6-17 25.1-25.7 Siltstone Bowen UF L6-16 28.5-28.9 Siltstone Bowen UF L6-18 38.6-39.1 Siltstone Bowen UF Calcite Equivalent

(%)

27 75 62 45 48 45 28 40 28 28 51 54 39 77 90 57 88 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.

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Shaded cells indicate that test not assigned.

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

Shaded cells indicate that test not assigned.

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OF UNIT WEIGHT, MOISTURE CONTENT, AND SPECIFIC GRAVITY TEST RESULTS - ROCK COREhecked By crn:"~jcl/ {cJ CLINCH RIVER SMR PROJECT AMEC PROJECT NO. 6468131072

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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

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Method Parameter Anions 300.0 Nitrate as N 300.0 Nitrite as N 300.0 Fluoride 300.0 Chloride 300.0 Bromide 300.0 Sulfate Alkalinity 310.1 Total Alkalinity.

310.1 Bicarbonate Alk as CaC03 310.1 Carbonate Alk as CaCO:,

Ammonia 350.1 Ammonia Total Dissolved Solids TDS Total Metals SW6020A Calcium SW6020A Iron SW6020A Potassium SW6020A Magnesium SW6020A Manganese SW6020A Sodium SW6020A Silicon SW6020A Silica Cation/Anion Balance SM1030F Sum of Anions SM1030F Sum of Cations SM1030F Cation/Anion Balance SM1030F

%Error Notes:

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

%=percent Data Qualifier Definitions J = Estimated quantitation based on associated QC data Well Location:

Sample Date:

Units mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L meq/L meq/L 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 OW-101L OW-101L DUP OW-202L OW-401L OW-409U 11/19[2013 11/19/2013 11/22/2013 11121[2013 11/19/2013 Result Qual Result Qual Result Qual Result Qual Result Qual 0.0054 JQ 0.0099 JQ 0.028 0.15 0.88

<0.020 u

<0.020 u

<0.020 UL

<0.020 UL

<0.020 u 0.22 0.19 7.4 0.20 Jl-1 0.25 2.1 2.1 24 1.4 1.8 0.038 JQ 0.04 JQ 0.17 JQ

<0.25 u

<0.25 u 42 43 93 6.9 83 300 290 680 180 270 300 290 600 180 270

<5.0 u

<5.0 u 78

<5.0 u

<5.0 u 0.310 J 0.350 J 0.580 J OJ40 J 0.099 J 370 370 1100 190 410 130 J 99 J 23 40 140 0.33 0.31 19 0.14 0.22 2,1 2.1 14 1.8 1.2 23 22 9.9 22 23 0.05 0.048 0.16 0.008 0.011 7.8 7.6 280 0.91 4.8 3.9 4.2 82 4.7 7.6 8.3 9

170 10 16 6.9 6.8 17 3.8 7.2 8.8 7.2 16 3.9 9.1 12 3.0

-32 1.4 12 12 3.0

-3.2 1.4 12 OW-409L OW-415U OW-416L 11[19[2013 11/20[2013 11/21/2013 Result Qual Result Qual Result Qual 0.12 0.90 020 0.0052 JQ

<0.020 UL

<0.020 u 0.37 0.13 0.39 2.2 8.8 7.6

<0.25 u 0.053 JQ 0.071 JQ 150 36 63 300 270 300 300 270 300

<5.0 u

<5.0 u

<5.0 u 0.710 J 0.140 J 0.120 J 520 370 420 46 150 99 0.068 0.39 0.072 8.1 2.4 0.77 31 13 13 0.017 0.046 0.020 99 5.2 29 4.6 7.6 5

9.9 16 11 92 6.5 7.6 9.4 8.9 7.3 1.1 16

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N Method Parameter Anions 300.0 Nitrate as N 300.0 Nitrite as N 300.0 Fluoride 300.0 Chloride 300.0 Bromide 300.0 Sulfate Alkalinity 310.1 Total Alkalinity 310.1 Bicarbonate Alk as CaC03 310.1 Carbonate Alk as CaC03 Ammonia 350.1 Ammonia Total Dissolved Solids TDS Total Metals SW6020A Calcium SW6020A Iron SW6020A Potassium SW6020A Magnesium SW6020A Manganese SW6020A Sodium SW6020A Silicon SW6020A Silica Cation/Anion Balance SM1030F Sum of Anions SM1030F Sum of Cations SM1030F Cation/Anion Balance SM1030F

%Error Notes:

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

%=percent Data Qualifier Definitions Well Location:

Sample Date:

Units mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L meq/L meq/L 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.

Sheetz of 2 TABLE 5.13

SUMMARY

OF VALIDATED GEOCHEMISTRY TEST RESULTS CLINCH RIVER SMR PROJECT AMEC PROJECT No. 6468131072 OW417L OW-418U OW-419U OW-420L OW420LDUP 11/21/2013 11/20/2013 11/20/2013 11/22/2013 11/22/2013 Result Qual Result Qual Result Qual Result Qual Result Qual

<0.020 u 0.68 0.43 0.36 J 0.25 J

<0.020 u

<0.020 u

<0.020 u

<0.020 UL

<0.020 UL 0.18 0.3 0.16 0.31 JH 0.35 2.8 2.7 1.3 2.1 J 2.6 J 0.048 JQ

<0.25 u

<0.25 u-

<0.25 u

<0.25 u 13 20 17 14 15 320 270 270 230 240 320 270 270 230 240

<5.0 u

.<5.0 u

<5.0 u

<5.0 u

<5.0 u 0.140 J 0.059 J 0.140 J 0.110 J 0.140 J 340 300 290 270 280 61 52 72 59 59 0.041 JQ 0.055 0.023 JQ 0.25 0.29 3.4 2.7 1.5 1.8 1.9 31 19 29 26 26 0.021 0.0037 0.0023 0.033 0.032 22 40 0.91 1.2 1.3 6.1 8.7 3.2 4.2 4.4 13 19 6.8 9

9.4 6.8 6.0 5.8 5.0 5.2 6.7 6.0 6.1 5.2 5.2

-0.76 0.019 2.0 2.1

-0.019

-0.76 0.019 2.0 2.1

-0.019 OW421L OW423U 11122/2013 11/19/2013 Result Qual Result Qual 1.6 0.14

<0.020 UL

<0.020 u 0.58 0.090 JQ 2.6 2.7

<0.25 u

<0.25 u 8.3 24 210 290 210 290

<5.0 u

<5.0 u

<0.050 UL 0.083 J 230 340 38 99 0.23 0.076 12 1.3 27 19 0.01 0.051 12 8.7 6

7.2 13 15 4.6 6.4 5.0 6.9 3.9 4.1 3.9 4.1 Prepared by/Date: JAH 4109/14 Checked by/Date* WPB 4109/14

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~4-Jtillf-

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