ML16256A157

Waterford Steam Electric Station, Unit 3, Revision 309 to Final Safety Analysis Report, Chapter 2, Site Characteristics, Appendix 2.5A, Figures 2.5A-1 Through 2.5A-247

ML16256A157
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Site:	Waterford
Issue date:	08/25/2016
From:	Entergy Operations
To:	Office of Nuclear Reactor Regulation
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SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.

Depth -Fort -75.4LL PL PI---26 45Gravity Ft.8.400.41COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE CONSOLIDATION TEST DATA VOID PRESSURE No. No. Stiff clay r/concretions Depth-40.635.9LL PL PI86.3---242.71 2.150.29 DF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam CONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL FigureElectric Station II CONSOLIDATION TEST VOID PRESSURE CU...

BoringNo.Sample No.

DepthCladtication Very 6 58.6SOILSTIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Electric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT.

CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No. DepthEL -48.6concretions PL PI0.2520.793.83SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford SteamElectricFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.

DATA PRESSURE CURVE No.No.,Depth-Feet --2 DF VERSUSPRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station CONSOLIDATION TESTS -40 FT. TO -77 FT.

Figure CONSOLIDATIONTEST DATA PRESSURE CURVE BoringNo.SampleNo.-Foot Stiff Of 22 462.75 0.25SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT.

LOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSL LCONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No.Depth77.5 . very cty SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth-Feet ContentLimit8LL PL PI36.005.72.71SOIL DESCRIPTION :

STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO. SteamElectric Station CONSOLIDATION TESTS -40 FT. MSL TO -77 FT.

CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet Soft gray 70LOUISIANA POWER LIGHT CO.

Waterford Steam ElectricStationCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL FigureLCOEFFICIENT OF CONSOLIDATION VERSUSLOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo. No. DepthClossificotion wry-60.2---8929 60SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA LIGHT CO.

FigureWaterford Steam CONSOLIDATION TESTS -40 FT. TO -77 FT. MSL Electric Station CONSOLIDATION TEST DATA VOID PRESSURE CURVE Boring No. No. Depth60II II ICOEFFICIENT OF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN GRAY FISSURED LOUISIANA POWER LIGHT CO.

Waterford Electric Station FigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL 1 DATAVOID RATIONo.SampleDepth-Feet

, Stiff 6 clay PL PI42.2---83 20 632.726.90I I IIIIii i 1SOIL DESCRIPTION :

STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam FigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.MSL

.O .020__.CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No.

Somple No.

DepthLL PL PI Ft. .80.85.50.40COEFFICIENT OfVERSUS.LOGPRESSURE CURVESOIL DESCRIPTION :

STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford FigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL Electric Station II CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.

Depth-Foot . Stiff tan LOUISIANA POWER LIGHT CO.

Waterford Electric Station FigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL L .92.50.3565000000COEFFICIENT OF VERSUSLOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.Somple No.

64.0Depth -Feet 1.00.70.616.465.3LL PL PI--- 27 560.47SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER & LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT.

00IBURDEN 1.5 TSF LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSL L DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.SampleNo.Depth Stiff .LimitsLL PL PI22.1---105.558 17 412.71 Ft.5.20.21rI I4 DF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE 500.1to 0 .I iCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE Limit:LL PL PI40.5 m---&+ 0.44 TSFSOIL DESCRIPTION : ,

STIFFTAN AND GRAY FISSUREDCLAYLOUISIANA POWER LIGHT CO.

Waterford Steam ElectricStationFigureCONSOLIDATION TESTS -40 FT.

MSL TO -77 FT. MSL CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE 'CURVE No. No. DepthfissuredCOEFFICIENT DF VERSUS PRESSURE CURVE SOILDESCRIPTION STIFF TAN GRAYFISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterfard Steam CONSOLIDATION TESTS -40 FT. TO -77 FT.

FigureElectric Station II 1.0.0.' DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet Stiff clay of shell

-65.9 PL PI38.583.3 Ft..ICOEFFICIENT VERSUS PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY POWER LIGHT CO.

ICONSOLIDATION TESTS -40 FT. TO -77 FT.

MSLFigureWaterford Steam Electric Station TEST DATA RATIO VERSUS PRESSURE CURVE No.Sample No.

Depth -Feet 6 .DryLL PL PI .40 COEFFICIENT OF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Figure SteamCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.

Electric Station CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No. No.Depth -Fort Stiff 2.147.50.46-- 2.3 2.3 .... CT. CT.COEFFICIENT OF CONSOLIDAT ION VERSUS LOG PRESSURE CURVE COEFFICIENT VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF TAN AN0 GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam

Electric Station FigureCONSOLIDATION TESTS -40 FT. TO -77 FT.

CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE Boring No.

SomplrNo.DepthStifftanLL PL PI27.6 Ft.9.30.39 2.00" IOVERBURDEN PRESSURE 2.2 :II.0100 -- .0.00. 60 . 20---- ____COEFFICIENT OF VERSUS LOG PRESSURE CURVE SOILDESCRIPTION STIFF TAN AND GRAY FISSURED CLAY LOUISIANA POWER LIGHT CO.

Waterford Steam FigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSL TEST VOID RATIO VERSUS PRESSURE CURVE Boring No. No. 114.5 *Stiff of -1'00.6 PL PI76.02.73 Ft.4.301.41.0e0.0SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station Figure TESTS -92 FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No. No. 31Depth PL PI16.9 Ft. .4.1040.59IIIILOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSL L1I !COEFFICIENT OF CONSOLIDATION VERSUSLOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT DATA PRESSURE CURVE BoringNo. No. Clarslfication LL PL PI42.878.2---67 24 43 -FootELCOEFFICIENT LOG PRESSURE JSOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY LOUISIANA POWER LIGHT CO.

FigureCONSOLIDATION TESTS -92 FT. TO -108 FT.

LWaterford Steam Electric Station DATA PRESSUREBoringNo.No.117.5EL -103.6 LL PL PI19.472.04.90.66SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILTLOUISIANA POWER LIGHT CO.

FigureWaterford Steam CONSOLIDATION TESTS -92 FT.

MSL TO FT. Electric Station DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.Sample No.

DepthClassification EL -95.5Limit:LL PL PIGravity--- Ft.2078.675 23 522.754.60.55OVERBURDEN PRESSURE 3.0 :Vertical 2.12" LOUISIANA POWER LIGHT CO.

Waterford Steam FigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL LElectric Station ICOEFFICIENT OF CONSOLIDATION VERSUSLOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LENSES TEST DATA VOID RATIOVERSUS PRESSURE CURVE LOUISIANA LIGHT CO.

WCElectricStation0.60.6Boring No.

Sample No.

Depth -Feet Classification EL-101.0Limits PL PI--- Ft. PRESSURE = 3.1

! .COEFFICIENT OP CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT FigureCONSOLIDATION TESTS -92 FT. MSL TO FT. MSL CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.

Sample No.

DepthClorsificotionEL -96.2LimitsLL PL PI---200.04LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL L75.725562.773.90.65 Vertical __OVERBURDEN PRESSURE =

COEFFICIENT OF VERSUS LOG PRESSURE CURVE SOILDESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LENSES

, DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.No.Clossificotion EL-101.7LL PL PISOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO.

Electric Station FigureTESTS -92FT.TO -108FT.MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.

Depth114.0 Stiff EL -101.7LL PL PI Ft.75.42.754.00.651.2OCR = 1.080.6COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE SOILDESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LIGHT CO.

Figureerford Steam CONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID PRESSURE BoringNo.59SampleNo.Depth -Feet EL -98.PLL PI0.621.1.1.0.0.COEFFICIENT OF VERSUS LOG 'PRESSURE CURVE SOIL DESCRIPTION MEDIUMGRAY CLAY WITHSILTLOUISIANA LOUISIANA POWER LIGHT CO.

POWER LIGHT CO.

Waterford Steam

Waterford Steam Electric Station

Electric Station Figure FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSL CONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID RATIOVERSUS PRESSURE CURVE Boring No. No. Depth109.0Classification lensesEL -95.9WaterLimit8I--NOTE: OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILTLOUISIANA LIGHT CO.

FigureCONSOLIDATION TESTS -92 FT. MSL TO FT. SteamElectric Station TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No. DepthEL -95.9 . 10COEFFICIENT OFVERSUSLOGPRESSURECURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS

-92FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No.

Sample No.

EL -96.6OVERBURDENPRESSURE=3.0TSFCOEFFICIENTOf CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL 1.1.1.0.0.SURE CURVE TEST DATA VOID RATIO VERSUS BoringNo.Sample No.

StiffEL-95.9LL PL PIOF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -92 FT. TO -108 FT.

DATA PRESSURE CURVE No. No.Depth -Feet 109.0Clouificotion EL -96.5Ft.LL PL PI---42.678.4 22 532.734.8 0.5910cmCOEFFICIENT OF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LENSES LOUISIANA POWER LIGHT CO.

FigureWaterford Steam CONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL Electric Station CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo. No.DepthEL -107.0 Stiff 6 LL PL PI---Tons/Se.Ft.

,577.152.9117 742.665.51.26 peclmen 2.0"

!-OVERBURDEN PRESSURE = 3.3 TSF . . COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANA POWER LIGHT CO.

Woterford Steam Electric Station CONSOLIDATION TESTS -92 FT. MSL TO FT. MSLFigure TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.SampleDepth ionStiff 6 brown clay ELLOUISIANA POWER LIGHT CO.

Woterford Steam Electric Station FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.

L PICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILDESCRIPTIONSTIFF DARK GRAY CLAY-ORGANIC 1.1.1.1.:CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No.

Sample No.

Depth124.0 Stiff wood'-110 5LimitsLL PL PI--- Ft.753OVERBURDEN PRESSURE = 3.4 TSF OTE: Vertical 2.0" COEFFICIENT OF CONSOLIDATION VERSUS PRESSURE CURVE SOIL DESCRIPTION STIFF DARK GRAY CLAY-ORGANIC LOUISIANA POWERLIGHT CO.

Waterford Steam Electric Station CONSOLIDATION TESTS -108 FT. TO -116 FT.

Figure LPOWER LIGHT CO.

Waterford Steam 1.1.'CONSOLIDATIONTEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No.

Somplr No.

Depth Feet Stiff dark brown decayedEstimated Limits PL PI--- Ft.0513946932.666.51.15OCR = OVERBURDEN = 3. 4 4COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILDESCRIPTION STIFF DARK GRAY FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.

Electric Station II 1.60.8CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.

87Depth -Feet 128.0EL-114.9Stiff55.3LL PL PI133---582.63LOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSL L 2.12" OVERBURDEN PRESSURE=3.50.1COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF DARK GRAY CLAY-ORGANIC 2.42.01.6541.2CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth Stiff dark brown matter wood'Ft.LL PL PI--- Ft.55.21362.675.11.14 PRESSURE = '3.4 SOIL DESCRIPTION STIFF DARK GRAY CLAY-ORGANIC LOUISIANA POWER LIGHT CO.Woterford Steam

Electric Station CONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.SampleNo.

Depth124.0Stiff dark EL-111.1Limit8LL PL PI.58.5131---38 93 Ft.2.69205COEFFICIENT OF VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION STIFF DARK GRAY CLAY-ORGANIC LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.

CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE WotuEstimated contentLL PL PI1.10.70.50.30OCR = 1.6 2.0" OVERBURDENP ICOEFFICIENT OF CONSOLIDATION VERSUS LOO PRESSURE CURVE SOIL DESCRIPTION STIFF GRAY CLAY-ORGANIC LOUISIANA POWER LIGHT CO.

IIFigureWaterford Steam CONSOLIDATION TESTS -108 FT. TO -116 FT. MSL Electric Station CONSOLIDATION DATA VOID RATIOVERSUS PRESSURE CURVE No.Somplr No.

Depth -Feet Classification Stiff clay EL111.0LL PL PI--- Ft.78.4117 43 744.80.60 = 2.0" SOILDESCRIPTION OARK GRAY CLAY-ORGANIC LOUISIANA POWER LIGHT CO.

FigureWaterford Steam CONSOLIDATION TESTS -108 FT. MSL TO -116 FT.

Electric Station DATA VOID PRESSURE CURVE BoringNo. . Sample No.Depth139.5EL -125.6 LimitsLL PL PI29.2 Ft.93.92.68b.60.

COEFFICIENT OF CONSOLIDATION VERSUS LOG CURVESOIL DESCRIPTION SOFT TO MEDIUM STIFF TAN AND GRAY CLAY

WITH SAND LENSES LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSL CONSOLIDATIONTEST DATA RATIOVERSUS CURVEBoring No. No. DepthEL -120.8 LL PL PI8.00.27LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSL LJSOIL DESCRIPTION SOFT TO MEDIUM STIFF TAN AND GRAY CLAY

WITH SAND LENSES CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE No. No.Depth144.5 Stiff EL -130.6 LimitsCompression LL PL PI28.0---4618 28.0.32COEFFICIENT OF CONSOLIDATION VERSUSLOG PRESSURE CURVE SOILDESCRIPTION :

VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL

TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet 194.5MediumstiffEL-180.629.2 Ft.94.1LimitsLL PL PI34 --- 21 13 2.69 Ft.13.00Compression 0.15RESSURECURVESOIL DESCRIPTION VERY STIFF CLAYS WITH SILTS AND SANDS aLIGHT co. SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL Electric Station II

CONSOLIDATIONTEST DATA RATIO VERSUS PRESSURE CURVE No.Somple No.

Depth -Feet Clossificotion EL -210.8 LimitsEstimatedLL PL PIGravity---111 28 83 SOIL DESCRIPTION VERY STIFF WITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.Woterford Steam CONSOLIDATION TESTS -127 FT. MSL TO -317 FT.

FigureElectric Station II CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet Classification Stiff clay w/sand pockets fragments EL -280.8 DensityLimitsSpecific PL PI34.786.62.70 Ft.12.00.50SOIL DESCRIPTION VERY CLAYS SILTS SANOSElectric Station ISOIL DESCRIPTION VERY CLAYSWITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

FigureWaterford Steam CONSOLIDATION TESTS -127 FT. TO -317 FT.

Electric Station II0CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE Sample No.

Depth -Feet Classification gray tan ELwatercontent icCompression LL PL PIGravity Ft.101.42.72 CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNO.Sample No.

Depth ionStiff lenses EL -231.8 Atttrberg Estimated Limit8Compression PercentLL PL PI33.6Ft.88.02.6912.00.28ICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE ISOILDESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.

CONSOLIDATION TEST DATA VOIDRATIO VERSUS PRESSURE CURVE Boring No.

Sample No.

Depth -Feet Classification gray clay EL -301.7 Estimated contentLimitsCompressionLL PL PI30.8--- Ft.92.24221 212.71 16.00.30COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTION STIFFWITH SILTS AND SANDSLOUISIANA POWER LIGHT CO.

Waterford Steam ElectricStationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL TEST RATIO VERSUS PRESSURE CURVE Boring No.

Sample No.

Depth -Feet FL -211.3 Classification watercontent48.1Density74.5LimitsLL PL PI---71 25 46Specific2.73Estimoted Ft.7.9Compression Index0.65SOIL DESCRIPTION VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

Woterford Steam Electric Station FigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL 0.60.2CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE POWER LIGHT CO.

Waterford Steam ElectricStationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL Boring No.

Sample No.

DepthClassification can ContentSpecificPercentLL PL PIGravity---2.72 Ft.29.893.761 20 4112.0 0.36 = 2. 9 OVERBURDEN PRESSURE 4. 1TSF . .NOTE : specimen 2.0" Diameter.

0.1 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILDESCRIPTION VERYWITH SILTS AND SANDS LOUISIANA CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.SampleNo.Depth -Feet EL ion gray tan w/fine -165.6LimitsLL PL PI---60 25 35SpecificGravity2.70Ft.14.0Compression OCR = 2.13 3VERBUROEN PRESSURE

= 4.9 2.0" 5COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE VERY CLAYSWITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

Waterford Steam Figure TESTS -127 FT. TO -317 FT.

LOUISIANA a LIGHT co.Waterford Steam FigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLLElectricStationICONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.

Depth -Feet 149.0EL -136.0 Classification green, gray Estimated contentDensityLimitsSpecificCompression LL PL PIGravityIndex.40.6---79.3902.7011.00.50 specimen 2.0" OVERBURDEN PRESSURE = 4.1 TSF COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION VERY STIFF CLAYS WITH SILTS AN0 SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo. No.Depth -Feet 179.5Classification EL -166.5 Stiff tan contentDensityLimitsSpecificCompression LL PL PIGravity Ft.---29.40.991.78332 512.70 11.00.340.8OCR = 2.20.70.6 specimen 2.13"0.5 IN FT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTION VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA FigurePOWER LIGHT CO.

CONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL SteamElectricStation CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE Boring No. No.Depth -Feet EL,-135.7 gray clay u/concretions WoterEstimated ContentDensity'LimitsSpecificPreconsolidotion Compression Percent Ft.LLPL PIGravityIndexFt.28.08.10.320.80.70.6OVERBURDENPRE NOTE:Vertical specimen 2.11" Diameter.

..0.40.10 FT..8620COEFFICIENT OF CONSOLIDATION VERSUS LOGPRESSURE CURVE SOILDESCRIPTION VERY'SILTSANDSANDS.LOUISIANAPOWER LIGHT CO.

Waterford Steam Electric StationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.

Figure CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BaringNo.Sample No.

Depth Feet179.5Classification Stiff tan gray clay lensesEL -166.2 Content2R.RAttcrbarg DensityLimitsSpecificLL PL PIGravity Ft.---95.157 25 322.728.50.21LOUISIANA POWER LIGHT CO. SteamFigureCONSOLIDATION TESTS

-127 FT. MSL TO -317 FT.

LElectricStationIOVERBURDEN PRESSURE = 5.0 TSF specimen 2.0" COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILVERY CLAYSWITH SILTS AND SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE Boring No.

Sample No.

110ELStiff greenish-gray tan of silt-141.1LimitsLL PL PI34.5 Ft.66.32.700.36OCR = _____0.90.6 30 2002COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILDESCRIPTION :

VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA POWER LIGHT CO. SteamElectric Station FigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.

Sample No.

133Depth FeetELVery stiff gray tan clay w/trace of silt

.-173.1Clossif ionWater .Estimated ContentDensityLimitsPer centFt.LLPL PIGravityFt..38.883.12.7514.50.85.,. , . .,, ,. . ... . . ..I1.0., = .20 IN TONS PER FT...0 . 15 --., .5 . . 0, , ,. OF CONSOLIDATION VERSUS PRESSURE CURVE SOILDESCRIPTION WITH SILT5 AND SANDSLOUISIANA FigurePOWER CO.WaterfordSteamCONSOLIDATION TESTS -127 FT. MSL TO -317 MSLElectric Station CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE Goring No.

Sample No.

Depth -Fret 149.5Clossificotion w/silt lenses ELcontentLimitsSpecificCompression PercentLL FL PIGravityIndex26.6 Ft.96.22.7012.00.34II0.80.7'0.66. specimen 2.0" 0.5OVERBURDEN PRESSU 0.040.10too20 10 02COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOILVERYWITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

Waterford Steam

Electric Stotion FigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet EL -171.6 tan gray LimitsLL PL PIGravity35.3 Ft.--- 26 522.749.20.41OFSOIL DESCRIPTION :

VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

FigureWaterford Steam TESTS -127 FT. TO -317 FT.

ElectricStation CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE BoringNo.Sample No.

Depth -Feet 154.5EL -141.5 stiff AtterbugcontentDensitySpecificCompression PercentLL PL PI30.9 Ft.92.3i.7211.00.35.OCR = 2.6 NOTE:specimen2.0" Diameter. IN CL" CT.20 compression 0 10 0COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION VERY STIFF CLAYS WITH SILTS AND SANDS LOUISIANA FigurePOWER LIGHT CO.

Waterford Steam CONSOLIDATION TESTS -127 FT. TO -317 FT.

Electric Station 0.0.0.0.CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo. Sample No.

Depth -Feet 179.5EL -166.5 Classification stiff 27.0Compression LL PL PIGravity---Ft.56 342.709.10.28 0 I OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION VERY STIFF CLAYS WITH AND SANDS LOUISIANA POWER LIGHT CO.

Waterford SteamElectric Station FigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE BoringNo. Sample No.

Depth -Feet

-136.5watercontent Ft.LimitsLL PL PISpecific89.6 59 24 35 2.72Estimated Ft.7.40.34 2.0 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDS LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station TESTS -127 FT. MSL TO -317 FT.

Figure CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVE Boring No.

Sample No.Depth -Feet 5Classification stiff tan of waterGtimotsdcontentDensityLimitsLL PL PIGravity Ft.---85.075 24 512.7611.00.46II specimen 2.12" OVERBURDEN PRESSURE 5.0 :ICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVE SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDS LOUISIANA LIGHT CO.

Woterford Steam FigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. Electric Station II