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CONSOLIDATIONTEST DATA RATIO VERSUS PRESSURE CURVENo.Somple No.Depth -Feet ClossificotionEL -210.8LimitsEstimatedLL PL PIGravity---111 28 83SOIL DESCRIPTIONVERY STIFF WITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.FigureElectric StationII CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet ClassificationStiff clay w/sandpockets fragmentsEL -280.8DensityLimitsSpecific PL PI34.786.62.70 Ft.12.00.50SOIL DESCRIPTION VERY CLAYS SILTS SANOSElectric Station ISOIL DESCRIPTIONVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric StationII0CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVESample No. Depth -FeetClassification gray tan ELwatercontent icCompressionLL PL PIGravity Ft.101.42.72 CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNO.Sample No. Depth ionStiff lenses EL -231.8AtttrbergEstimatedLimit8CompressionPercentLL PL PI33.6Ft.88.02.6912.00.28ICOEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVEISOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. | CONSOLIDATIONTEST DATA RATIO VERSUS PRESSURE CURVENo.Somple No.Depth -Feet ClossificotionEL -210.8LimitsEstimatedLL PL PIGravity---111 28 83SOIL DESCRIPTIONVERY STIFF WITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.FigureElectric StationII CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet ClassificationStiff clay w/sandpockets fragmentsEL -280.8DensityLimitsSpecific PL PI34.786.62.70 Ft.12.00.50SOIL DESCRIPTION VERY CLAYS SILTS SANOSElectric Station ISOIL DESCRIPTIONVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric StationII0CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVESample No. Depth -FeetClassification gray tan ELwatercontent icCompressionLL PL PIGravity Ft.101.42.72 CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNO.Sample No. Depth ionStiff lenses EL -231.8AtttrbergEstimatedLimit8CompressionPercentLL PL PI33.6Ft.88.02.6912.00.28ICOEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVEISOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. | ||
CONSOLIDATION TEST DATAVOIDRATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -Feet Classification gray clay EL -301.7EstimatedcontentLimitsCompressionLL PL PI30.8--- Ft.92.24221 212.7116.00.30COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTION STIFFWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL TEST RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -FeetFL -211.3Classificationwatercontent48.1Density74.5LimitsLL PL PI---71 25 46Specific2.73EstimotedFt.7.9CompressionIndex0.65SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL 0.60.2CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLBoring No.Sample No.DepthClassification can ContentSpecificPercentLL PL PIGravity---2.72 Ft.29.893.761 20 4112.00.36 = 2. 9 OVERBURDEN PRESSURE 4. 1TSF . .NOTE : specimen 2.0" Diameter.0.1 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERYWITH SILTS AND SANDSLOUISIANA CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleNo.Depth -Feet EL ion gray tan w/fine -165.6LimitsLL PL PI---60 25 35SpecificGravity2.70Ft.14.0CompressionOCR = 2.133VERBUROEN PRESSURE= 4.9 2.0" 5COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVEVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamFigure TESTS -127 FT. TO -317 FT. | CONSOLIDATION TEST DATAVOIDRATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -Feet Classification gray clay EL -301.7EstimatedcontentLimitsCompressionLL PL PI30.8--- Ft.92.24221 212.7116.00.30COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTION STIFFWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL TEST RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -FeetFL -211.3Classificationwatercontent48.1Density74.5LimitsLL PL PI---71 25 46Specific2.73EstimotedFt.7.9CompressionIndex0.65SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL 0.60.2CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLBoring No.Sample No.DepthClassification can ContentSpecificPercentLL PL PIGravity---2.72 Ft.29.893.761 20 4112.00.36 = 2. 9 OVERBURDEN PRESSURE 4. 1TSF . .NOTE : specimen 2.0" Diameter.0.1 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERYWITH SILTS AND SANDSLOUISIANA CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleNo.Depth -Feet EL ion gray tan w/fine -165.6LimitsLL PL PI---60 25 35SpecificGravity2.70Ft.14.0CompressionOCR = 2.133VERBUROEN PRESSURE= 4.9 2.0" 5COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVEVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamFigure TESTS -127 FT. TO -317 FT. | ||
LOUISIANA a LIGHT co.Waterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317FT. MSLLElectricStationICONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet149.0EL -136.0Classification green, gray EstimatedcontentDensityLimitsSpecificCompressionLL PL PIGravityIndex.40.6---79.3902.7011.00.50 specimen 2.0"OVERBURDEN PRESSURE = 4.1 TSFCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AN0 SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No.Depth -Feet179.5ClassificationEL -166.5Stiff tan contentDensityLimitsSpecificCompressionLL PL PIGravity Ft.---29.40.991.78332 512.7011.00.340.8OCR = 2.20.70.6 specimen2.13"0.5 IN FT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.CONSOLIDATIONTESTS -127 FT. MSL TO -317 FT. MSL SteamElectricStation CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSUREBoring No. No.Depth -FeetEL,-135.7 gray clay u/concretionsWoterEstimatedContentDensity'LimitsSpecificPreconsolidotionCompressionPercent Ft.LLPL PIGravityIndexFt.28.08.10.320.80.70.6OVERBURDENPRENOTE:Vertical specimen 2.11" Diameter...0.40.10 FT..8620COEFFICIENT OF CONSOLIDATION VERSUS LOGPRESSURE CURVESOILDESCRIPTIONVERY'SILTSANDSANDS.LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.Figure CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBaringNo.Sample No. Depth Feet179.5ClassificationStiff tan gray clay lensesEL -166.2Content2R.RAttcrbargDensityLimitsSpecificLL PL PIGravity Ft.---95.157 25 322.728.50.21LOUISIANAPOWER LIGHT CO. SteamFigureCONSOLIDATION TESTS-127 FT. MSL TO -317 FT.LElectricStationIOVERBURDEN PRESSURE = 5.0 TSF specimen 2.0"COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILVERY CLAYSWITH SILTS AND SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring 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 CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.133Depth FeetELVery stiffgray tan clay w/trace of silt.-173.1Clossif ionWater .EstimatedContentDensityLimitsPer centFt.LLPL PIGravityFt..38.883.12.7514.50.85.,. , . .,, ,. . ... . . ..I1.0., = .20 IN TONS PER FT...0 . 15 --., .5 . . 0, , ,. OF CONSOLIDATIONVERSUS PRESSURE CURVESOILDESCRIPTIONWITH SILT5 ANDSANDSLOUISIANAFigurePOWER CO.WaterfordSteamCONSOLIDATION TESTS -127 FT. MSL TO -317 MSLElectric Station CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.Sample No.Depth -Fret149.5Clossificotion w/silt lensesELcontentLimitsSpecificCompressionPercentLL FL PIGravityIndex26.6 Ft.96.22.7012.00.34II0.80.7'0.66. specimen 2.0" 0.5OVERBURDEN PRESSU0.040.10too20 10 02COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVESOILVERYWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StotionFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet EL -171.6 tan gray LimitsLL PL PIGravity35.3 Ft.--- 26 522.749.20.41OFSOIL DESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford Steam TESTS -127 FT. TO -317 FT.ElectricStation CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet154.5EL -141.5 stiff AtterbugcontentDensitySpecificCompressionPercentLL PL PI30.9 Ft.92.3i.7211.00.35.OCR = 2.6NOTE:specimen2.0" Diameter. IN CL" CT.20 compression 0 10 0COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric Station 0.0.0.0.CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. Sample No. Depth -Feet179.5EL -166.5Classification stiff 27.0CompressionLL PL PIGravity---Ft.56 342.709.10.28 0 I OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station TESTS -127 FT. MSL TO -317 FT. Figure CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANA LIGHT CO.Woterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. Electric StationII | LOUISIANA a LIGHT co.Waterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317FT. MSLLElectricStationICONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet149.0EL -136.0Classification green, gray EstimatedcontentDensityLimitsSpecificCompressionLL PL PIGravityIndex.40.6---79.3902.7011.00.50 specimen 2.0"OVERBURDEN PRESSURE = 4.1 TSFCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AN0 SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No.Depth -Feet179.5ClassificationEL -166.5Stiff tan contentDensityLimitsSpecificCompressionLL PL PIGravity Ft.---29.40.991.78332 512.7011.00.340.8OCR = 2.20.70.6 specimen2.13"0.5 IN FT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.CONSOLIDATIONTESTS -127 FT. MSL TO -317 FT. MSL SteamElectricStation CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSUREBoring No. No.Depth -FeetEL,-135.7 gray clay u/concretionsWoterEstimatedContentDensity'LimitsSpecificPreconsolidotionCompressionPercent Ft.LLPL PIGravityIndexFt.28.08.10.320.80.70.6OVERBURDENPRENOTE:Vertical specimen 2.11" Diameter...0.40.10 FT..8620COEFFICIENT OF CONSOLIDATION VERSUS LOGPRESSURE CURVESOILDESCRIPTIONVERY'SILTSANDSANDS.LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.Figure CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBaringNo.Sample No. Depth Feet179.5ClassificationStiff tan gray clay lensesEL -166.2Content2R.RAttcrbargDensityLimitsSpecificLL PL PIGravity Ft.---95.157 25 322.728.50.21LOUISIANAPOWER LIGHT CO. SteamFigureCONSOLIDATION TESTS-127 FT. MSL TO -317 FT.LElectricStationIOVERBURDEN PRESSURE = 5.0 TSF specimen 2.0"COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILVERY CLAYSWITH SILTS AND SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring 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 CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.133Depth FeetELVery stiffgray tan clay w/trace of silt.-173.1Clossif ionWater .EstimatedContentDensityLimitsPer centFt.LLPL PIGravityFt..38.883.12.7514.50.85.,. , . .,, ,. . ... . . ..I1.0., = .20 IN TONS PER FT...0 . 15 --., .5 . . 0, , ,. OF CONSOLIDATIONVERSUS PRESSURE CURVESOILDESCRIPTIONWITH SILT5 ANDSANDSLOUISIANAFigurePOWER CO.WaterfordSteamCONSOLIDATION TESTS -127 FT. MSL TO -317 MSLElectric Station CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.Sample No.Depth -Fret149.5Clossificotion w/silt lensesELcontentLimitsSpecificCompressionPercentLL FL PIGravityIndex26.6 Ft.96.22.7012.00.34II0.80.7'0.66. specimen 2.0" 0.5OVERBURDEN PRESSU0.040.10too20 10 02COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVESOILVERYWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StotionFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet EL -171.6 tan gray LimitsLL PL PIGravity35.3 Ft.--- 26 522.749.20.41OFSOIL DESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford Steam TESTS -127 FT. TO -317 FT.ElectricStation CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet154.5EL -141.5 stiff AtterbugcontentDensitySpecificCompressionPercentLL PL PI30.9 Ft.92.3i.7211.00.35.OCR = 2.6NOTE:specimen2.0" Diameter. IN CL" CT.20 compression 0 10 0COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric Station 0.0.0.0.CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. Sample No. Depth -Feet179.5EL -166.5Classification stiff 27.0CompressionLL PL PIGravity---Ft.56 342.709.10.28 0 I OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station TESTS -127 FT. MSL TO -317 FT. Figure CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANA LIGHT CO.Woterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. Electric StationII}} | ||
}} |
Revision as of 06:03, 19 May 2018
ML16256A157 | |
Person / Time | |
---|---|
Site: | Waterford ![]() |
Issue date: | 08/25/2016 |
From: | Entergy Operations |
To: | Office of Nuclear Reactor Regulation |
Shared Package | |
ML16256A115 | List:
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References | |
W3F1-2016-0053 | |
Download: ML16256A157 (247) | |
Text
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ENVELOPE STRESS STRAIN CURVESLOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station UNDRAINED STRENGTH TESTSFigure
LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS ENVELOPE STRAIN LOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS BORING NO. 72 Of Normal0.5 :---- TEST STRAIN LOUISIANAER LIGHT CO.FigureI SteamIUNCONSOLIDATED UNDRAINED STRENGTH TESTSIElectric Station
NO. STRESS LOUISIANAPOWER LIGHT CO.I '"'TED UNDRAINED STRENGTH TESTSWaterford SteamIElectric Station TEST ENVELOPS TEST STRAIN LOUISIANA 8 LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS 6 TEST ENVELOPE STRESS VERSUS CURVESLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS 5101520strain in TEST STRESS Electric Station NO. 715101520strain TESTLOUISIANA a co.Waterford SteamElectric StationUNCONSOLIDATED UNDRAINED STRENGTH TESTS LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTSTEST STRAIN CURVES LOUPOWER. .. .STRESS STRAIN ENVELOPE STRESS STRAIN LOUISIANAPOWER LIGHT CO.IED UNDRAINED STRENGTH TESTSWaterford IElectric Station 25101520strain in TEST STRESS NO. II TEST STRESS STRAINLOUISIANAPOWER LIGHT CO.IIFigureWaterford SteamUNCONSOLIDATED UNDRAINED STRENGTH TESTSElectric Station 515 TESTSTRESS 5101520strain TEST STRAIN POWER LIGHT CO.Waterford SteamIUNCONSOLIDATED UNDRAINED STRENGTH TESTSElectric StationII BORING NO. 71confiningLOUISIANAPOWER LIGHT CO.FigureWaterford SteamUNCONSOLIDATED UNDRAINED STRENGTH TESTSElectric StationII.
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!5101520 TEST ENVELOPE STRESS STRAIN BORING NO. 72 TEST ENVELOPE LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS TEST STRESS NO. 72 NO. 56 IN FT.;59.0,--5101520TEST STRAIN CURVESLOUISIANAPOWER LIGHT CO.WoterfordElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS TRIAXIAL TEST STRESS CURVESLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationIUNCONSOLIDATED UNDRAINED STRENGTH TESTSFigure I60LOUISIANAPOWER LIGHT CO.IFigureWaterford SteamUNCONSOLIDATED UNDRAINED STRENGTH TESTSElectricStation BORING NO. . No. of Failure IN FT.: 74.0I TEST ENVELOPE STRESS STRAIN LOUISIANA LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH 2005101520strain in VERSUS Electric Station 104060Normal; STRESS CURVESLOUISIANAPOWER LIGHT CO.Woterford SteamFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTSElectric StationII 5101520strain in STRAIN CURVESLOUISIANAPOWER LIGHT CO.Waterford SteamElectricIFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS i ---.05101520strain TEST ENVELOPE STRAIN 4LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED TESTS 60 STRESS LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS 60LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS __0.10.20.3 Displacement in InchesDIRECT SHEAR POWER LIGHT CO. SteamUNCONSOLIDATED UNDRAINED STRENGTHTESTSElectric StationII 00.10.20.3 in Inches0.1,DIRECT TESTLOUISIANAPOWER LIGHT CO.Electric StationUNCONSOLIDATED STRENGTH TESTSFigure LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationIUNCONSOLIDATED UNDRAINED STRENGTH TESTS TEST BORING NO. 69IIDIRECT SHEAR TESTLOUISIANA LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS LOUISIANAPOWER LIGHT CO.I UNDRAINED STRENGTH TESTS SteamI I Electric StationI.
Shear 5060DIRECT SHEAR TESTLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS BORING NO.I0.10.20.3Horizontal Displacement in InchesSHEAR TEST LOUISIANAPOWER LIGHT CO.FigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS5101520 in ENVELOPS STRESS
60LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureUNCONSOLIDATED UNDRAINED STRENGTH TESTS
LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATED UNDRAINED STRENGTH TESTSL LOUISIANAPOWER LIGHT CO.Waterford Steam Electric StationFigureCONSOLIDATED UNDRAINED STRENGTH TESTSLSTRESS-STRAIN CURVESSTRESS-STRAIN CURVES---stress Path---stress Path----Effective----Effectiveksf; C'-1.22 ksfksf; C'-1.22 ksf-Total-Total Consolidated-undrained saturated 43 psi Consolidated-undrained saturated 43 psib b pressure pore pressure pressure pore pressure k k SWEAR TEST SWEAR TEST CL" STRESS-STRAIN CURVES-.-Stress Path----Effective 0.76 ksf; ksf-TotalConsolidated-undrained saturated with hack pressure with pore pressure SHEARLOUISIANAPOWER LIGHT CO.FigureCONSOLIDATED UNDRAINED STRENGTH TESTSLWaterford SteamElectric Station CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE No. No. DepthstiffsiltyEL -0.492.5LL PL PI65---23 22COEFFICIENT OF CONSOLIDATIONVERSUSLOGPRESSURE CURVESOIL DESCRIPTION CLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO. SteamICONSOLIDATION TESTS GRADE TO -40 FT.(RECENT MATERIAL)FigureElectric StationII CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -Feet SiltEL 4LL PL PIFt.82.61.681.11.600.22SOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL)
No.Sample No.DepthSoft clay EL -30.4LL PL PI Ft.70.52.691.600.471.41.281.0SOILDESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO. SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVE 20. 0 OF VERSUSLOGPRESSURE CURVE CONSOLIDATIONTEST DATA VOID CURVEBoringNo.Somplr No. Depth24.5 clay EL-11.9.80.2LL PL PI---2.69 Ft.58 201.70SOILDESCRIPTIONCLAYAND SILTY CLAY AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.WaterfordSteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL)
CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVENo. No. Depth -Feet.tiff PL PI65.92.700.78SOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATER1 AL)LOUISIANAPOWER LIGHT CO.Electric StationFigureCONSOLIDATION TESTS GRADE TO -40 FT.(RECENT MATERIAL)
CONSOLIDATIONTEST DATA PRESSURE CURVEBoringNo.Sample No.EL -5.6stiff cl--Dry PIa---CT Ft.93.524252.250.26SOIL DESCRIPTION CLAY AND SILTYW/SILT ANDSAND LENSES(RECENTMATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATIONGRADE TO-40FT.Figure(RECENT MATERIAL)COEFFICIENT OFVERSUSLOGPRESSURE CURVE CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No. -Depth -Feet Clordficotion.SOIL DESCRIPTION CLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford Steam Electric Station TO -40 Figure(RECENT MATERIAL)
DATA VOID PRESSURE CURVEBoringNo.Sample No.pocketsEL -6.4LL PL PI Ft.2.60SOILDESCRIPTION AND SILTY CLAYW/SILTAND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)
CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. No.Depth19.5EL -6.441.1LL PL PI--- VERSUSLOGPRESSURE CURVESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS GRADE TO -40 FT. MSL(RECENT MATERIAL)FigureElectric StationI DATA VOID RATIO PRESSURE CURVE No. No. SoftISOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANA LIGHT CO.Woterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT.Figure(RECENT MATERIAL)
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somple No.Depth-Feetstiff 6 silt ContentLimitsLL PL PI---=the ofmethod.ICOEFFICIENTOF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILTAND SAND LENSES(RECENT MATERIAL)LOUISIANA LIGHT CO.CONSOLIDATION TESTS GRADE TO -40 FT.FigureSteam(RECENT MATERIAL)Electric Station 0.0.
0.0.CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth stiff 6 tan7COEFFICIENT OF VERSUS LOG PRESSURE CURVESOILDESCRIPTIONCLAY AND SILTY' W/SILT ANDSAND LENSES MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL) 11100 TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No.Depth -Feet stiff clay lenses of Ft.LL PL PI45.815.9--- 59 21 38.-- OF CONSOLIDATION VERSUS PRESSURESOIL DESCRIPTIONCLAY AND SILTY CLAYW/SILT AND SAND LENSES(RECENT MATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENT MATERIAL)
TEST DATA RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.38 ionEL-37.1LL PL PI79.0---59 21 382.732.30.48=:OVERBURDEN = 0.1 .------ . COEFFICIENTOF VERSUS PRESSURE CURVESOILDESCRIPTIONCLAY AND SILTY CLAY'W/SILT AND SAND LENSESMATERIAL)LOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS GRADE TO -40 FT. MSLFigure(RECENTMATERIAL)
DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. No. Stiff 6 clay SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLCONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No.Sample No.Depth -Fort -75.4LL PL PI---26 45Gravity Ft.8.400.41COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVE CONSOLIDATION TEST DATA VOID PRESSURE No. No. Stiff clay r/concretionsDepth-40.635.9LL PL PI86.3---242.71 2.150.29 DF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLFigureElectric StationII CONSOLIDATION TEST VOID PRESSURE CU... BoringNo.Sample No. DepthCladticationVery 6 58.6SOILSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo. No. DepthEL -48.6concretions PL PI0.2520.793.83SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordSteamElectricFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
DATA PRESSURE CURVENo.No.,Depth-Feet --2 DF VERSUSPRESSURE CURVESOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -40 FT. TO -77 FT. Figure CONSOLIDATIONTEST DATA PRESSURE CURVEBoringNo.SampleNo.-Foot Stiff Of 22 462.750.25SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSUREDCLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLLCONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE No. No.Depth77.5 . very cty SOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth-FeetContentLimit8LL PL PI36.005.72.71SOIL DESCRIPTION :STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO. SteamElectric StationCONSOLIDATION TESTS -40 FT. MSL TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet Soft gray 70LOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLFigureLCOEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No. DepthClossificotionwry-60.2---8929 60SOIL DESCRIPTION STIFF TAN AND GRAYFISSURED CLAYLOUISIANA LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -40 FT. TO -77 FT. MSLElectric Station CONSOLIDATION TEST DATA VOID PRESSURE CURVEBoring No. No. Depth60II II ICOEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN GRAY FISSURED LOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATION 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 CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -40 FT. MSL TO -77FT.MSL
.O .020__.CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somple No. DepthLL PL PI Ft. .80.85.50.40COEFFICIENTOfVERSUS.LOGPRESSURECURVESOIL DESCRIPTION :STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.WaterfordFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLElectric StationII CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth-Foot . Stiff tan LOUISIANAPOWER LIGHT CO.WaterfordElectric StationFigureCONSOLIDATIONTESTS -40 FT. MSL TO -77 FT. MSLL .92.50.3565000000COEFFICIENT OF VERSUSLOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAY CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Somple No. 64.0Depth -Feet1.00.70.616.465.3LL PL PI--- 27 560.47SOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER & LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
00IBURDEN 1.5 TSF LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. MSLL DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.SampleNo.Depth Stiff .LimitsLL PL PI22.1---105.558 17 412.71 Ft.5.20.21rI I4 DF VERSUS LOG PRESSURE CURVESOIL DESCRIPTION STIFF TAN AND GRAY FISSURED CLAY CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVE500.1to 0 .I iCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVELimit:LL PL PI40.5 m---&+ 0.44TSFSOIL DESCRIPTION : ,STIFFTAN AND GRAY FISSUREDCLAYLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -40 FT.MSL TO -77 FT. MSL CONSOLIDATION DATA VOID RATIO VERSUS PRESSURE 'CURVE No. No. DepthfissuredCOEFFICIENTDF VERSUS PRESSURE CURVESOILDESCRIPTIONSTIFF TAN GRAYFISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterfard SteamCONSOLIDATION TESTS -40 FT. TO -77 FT.FigureElectric StationII 1.0.0.' DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -FeetStiff clay of shell -65.9 PL PI38.583.3 Ft..ICOEFFICIENT VERSUS PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYPOWER LIGHT CO.ICONSOLIDATION TESTS -40 FT. TO -77 FT.MSLFigureWaterford SteamElectric Station TEST DATA RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet 6 .DryLL PL PI .40 COEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Figure SteamCONSOLIDATION TESTS -40 FT. MSL TO -77 FT. Electric Station CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No. No.Depth -Fort Stiff 2.147.50.46-- 2.3 2.3 .... CT. CT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVECOEFFICIENT VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF TAN AN0 GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StationFigureCONSOLIDATION TESTS -40 FT. TO -77 FT.
CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring 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 CURVESOILDESCRIPTIONSTIFF TAN AND GRAY FISSURED CLAYLOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -40 FT. TO -77 FT. MSL TEST VOID RATIO VERSUS PRESSURE CURVEBoring No. No. 114.5 *Stiff of -1'00.6 PL PI76.02.73 Ft.4.301.41.0e0.0SOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigure TESTS -92 FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No. No. 31Depth PL PI16.9 Ft. .4.1040.59IIIILOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSLL1I !COEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT DATA PRESSURE CURVEBoringNo. No. ClarslficationLL PL PI42.878.2---67 24 43 -FootELCOEFFICIENT LOG PRESSUREJSOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY LOUISIANAPOWER LIGHT CO.FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. LWaterford SteamElectric Station DATA PRESSUREBoringNo.No.117.5EL -103.6LL PL PI19.472.04.90.66SOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILTLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -92 FT. MSL TO FT. Electric Station DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.DepthClassificationEL -95.5Limit:LL PL PIGravity--- Ft.2078.675 23 522.754.60.55OVERBURDEN PRESSURE3.0 :Vertical 2.12" LOUISIANAPOWER LIGHT CO.Waterford SteamFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLLElectric StationICOEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LENSES TEST DATA VOID RATIOVERSUS PRESSURE CURVELOUISIANA LIGHT CO.WCElectricStation0.60.6Boring No. Sample No.Depth -Feet ClassificationEL-101.0Limits PL PI--- Ft. PRESSURE = 3.1! .COEFFICIENT OP CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM 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---200.04LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLL75.725562.773.90.65Vertical __OVERBURDEN PRESSURE =COEFFICIENT OF VERSUS LOG PRESSURE CURVESOILDESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LENSES
, DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.No.ClossificotionEL-101.7LL PL PISOIL DESCRIPTION MEDIUMSTIFF GRAY CLAY WITH SILTLOUISIANAPOWER LIGHT CO.Electric StationFigureTESTS -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 CONSOLIDATIONVERSUS LOG PRESSURESOILDESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LIGHT CO.Figureerford SteamCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID PRESSURE BoringNo.59SampleNo.Depth -FeetEL -98.PLL PI0.621.1.1.0.0.COEFFICIENT OF VERSUS LOG 'PRESSURE CURVESOIL DESCRIPTIONMEDIUMGRAY CLAY WITHSILTLOUISIANALOUISIANAPOWER LIGHT CO.POWER LIGHT CO.Waterford Steam Waterford SteamElectric Station Electric StationFigure FigureCONSOLIDATION TESTS -92 FT. TO -108 FT. MSLCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL DATA VOID RATIOVERSUS PRESSURE CURVEBoring No. No. Depth109.0Classification lensesEL -95.9WaterLimit8I--NOTE: OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILTLOUISIANA LIGHT CO.FigureCONSOLIDATION TESTS -92 FT. MSL TO FT. SteamElectric Station TEST DATA VOID RATIO VERSUS PRESSURE CURVENo. No. DepthEL -95.9 . 10COEFFICIENTOFVERSUSLOGPRESSURECURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -92FT. MSL TO -108 FT. MSL TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No.EL -96.6OVERBURDENPRESSURE=3.0TSFCOEFFICIENTOfCONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSL 1.1.1.0.0.SURE CURVE TEST DATA VOID RATIO VERSUSBoringNo.Sample No.StiffEL-95.9LL PL PIOF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION MEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -92 FT. TO -108 FT.
DATA PRESSURE CURVENo. No.Depth -Feet109.0ClouificotionEL -96.5Ft.LL PL PI---42.678.4 22 532.734.80.5910cmCOEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LENSESLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -92 FT. MSL TO -108 FT. MSLElectric Station CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. 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 CURVESOIL DESCRIPTIONMEDIUM STIFF GRAY CLAY WITH SILT LOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationCONSOLIDATION TESTS -92 FT. MSL TO FT. MSLFigure TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleDepth ionStiff 6 brown clayELLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.L PICOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONSTIFF DARKGRAY CLAY-ORGANIC 1.1.1.1.:CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Sample No.Depth124.0 Stiff wood'-110 5LimitsLL PL PI--- Ft.753OVERBURDEN PRESSURE = 3.4 TSFOTE: Vertical 2.0" COEFFICIENT OF CONSOLIDATION VERSUS PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANICLOUISIANAPOWERLIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -108 FT. TO -116 FT. Figure LPOWER LIGHT CO.Waterford Steam1.1.'CONSOLIDATIONTEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring No.Somplr No.Depth Feet Stiff darkbrown decayedEstimatedLimits PL PI--- Ft.0513946932.666.51.15OCR = OVERBURDEN = 3. 4 4COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONSTIFF DARK GRAY FigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.Electric StationII 1.60.8CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.87Depth -Feet128.0EL-114.9Stiff55.3LL PL PI133---582.63LOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSLL 2.12" OVERBURDEN PRESSURE=3.50.1COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANIC 2.42.01.6541.2CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.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-ORGANICLOUISIANAPOWER LIGHT CO.Woterford Steam Electric StationCONSOLIDATION TESTS -108 FT. MSL TO -116 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.SampleNo.Depth124.0Stiff dark EL-111.1Limit8LL PL PI.58.5131---38 93Ft.2.69205COEFFICIENT OF VERSUS LOG PRESSURE CURVESOIL DESCRIPTIONSTIFF DARK GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.
CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEWotuEstimatedcontentLL PL PI1.10.70.50.30OCR = 1.6 2.0" OVERBURDENPICOEFFICIENTOF CONSOLIDATION VERSUS LOO PRESSURE CURVESOIL DESCRIPTIONSTIFF GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.IIFigureWaterford SteamCONSOLIDATION TESTS -108 FT. TO -116 FT. MSLElectric Station CONSOLIDATION DATA VOID RATIOVERSUS PRESSURE CURVE No.Somplr No. Depth -Feet ClassificationStiff clay EL111.0LL PL PI--- Ft.78.4117 43 744.80.60 = 2.0" SOILDESCRIPTION OARK GRAY CLAY-ORGANICLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -108 FT. MSL TO -116 FT.Electric Station DATA VOID PRESSURE CURVEBoringNo. . Sample No.Depth139.5EL -125.6LimitsLL PL PI29.2 Ft.93.92.68b.60.COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTIONSOFT TO MEDIUM STIFFTAN AND GRAY CLAY WITH SAND LENSESLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSL CONSOLIDATIONTEST DATA RATIOVERSUS CURVEBoring No. No. DepthEL -120.8LL PL PI8.00.27LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -116 FT. MSL TO -127 FT. MSLLJSOIL DESCRIPTIONSOFT TO MEDIUM STIFFTAN AND GRAY CLAY WITH SAND LENSES CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVENo. No.Depth144.5 Stiff EL -130.6LimitsCompressionLL PL PI28.0---4618 28.0.32COEFFICIENT OF CONSOLIDATIONVERSUSLOG PRESSURE CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL
TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet194.5MediumstiffEL-180.629.2 Ft.94.1LimitsLL PL PI34 --- 21 13 2.69 Ft.13.00Compression0.15RESSURECURVESOIL DESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDS aLIGHT co. SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLElectric StationII
CONSOLIDATIONTEST DATA RATIO VERSUS PRESSURE CURVENo.Somple No.Depth -Feet ClossificotionEL -210.8LimitsEstimatedLL PL PIGravity---111 28 83SOIL DESCRIPTIONVERY STIFF WITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.FigureElectric StationII CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.Depth -Feet ClassificationStiff clay w/sandpockets fragmentsEL -280.8DensityLimitsSpecific PL PI34.786.62.70 Ft.12.00.50SOIL DESCRIPTION VERY CLAYS SILTS SANOSElectric Station ISOIL DESCRIPTIONVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric StationII0CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVESample No. Depth -FeetClassification gray tan ELwatercontent icCompressionLL PL PIGravity Ft.101.42.72 CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNO.Sample No. Depth ionStiff lenses EL -231.8AtttrbergEstimatedLimit8CompressionPercentLL PL PI33.6Ft.88.02.6912.00.28ICOEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVEISOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.
CONSOLIDATION TEST DATAVOIDRATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -Feet Classification gray clay EL -301.7EstimatedcontentLimitsCompressionLL PL PI30.8--- Ft.92.24221 212.7116.00.30COEFFICIENT OF CONSOLIDATIONVERSUS LOG CURVESOIL DESCRIPTION STIFFWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectricStationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL TEST RATIO VERSUS PRESSURE CURVEBoring No.Sample No. Depth -FeetFL -211.3Classificationwatercontent48.1Density74.5LimitsLL PL PI---71 25 46Specific2.73EstimotedFt.7.9CompressionIndex0.65SOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Woterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL 0.60.2CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEPOWER LIGHT CO.Waterford SteamElectricStationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSLBoring No.Sample No.DepthClassification can ContentSpecificPercentLL PL PIGravity---2.72 Ft.29.893.761 20 4112.00.36 = 2. 9 OVERBURDEN PRESSURE 4. 1TSF . .NOTE : specimen 2.0" Diameter.0.1 COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERYWITH SILTS AND SANDSLOUISIANA CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.SampleNo.Depth -Feet EL ion gray tan w/fine -165.6LimitsLL PL PI---60 25 35SpecificGravity2.70Ft.14.0CompressionOCR = 2.133VERBUROEN PRESSURE= 4.9 2.0" 5COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVEVERY CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamFigure TESTS -127 FT. TO -317 FT.
LOUISIANA a LIGHT co.Waterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317FT. MSLLElectricStationICONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVENo.Sample No.Depth -Feet149.0EL -136.0Classification green, gray EstimatedcontentDensityLimitsSpecificCompressionLL PL PIGravityIndex.40.6---79.3902.7011.00.50 specimen 2.0"OVERBURDEN PRESSURE = 4.1 TSFCOEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AN0 SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo. No.Depth -Feet179.5ClassificationEL -166.5Stiff tan contentDensityLimitsSpecificCompressionLL PL PIGravity Ft.---29.40.991.78332 512.7011.00.340.8OCR = 2.20.70.6 specimen2.13"0.5 IN FT.COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILDESCRIPTIONVERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.CONSOLIDATIONTESTS -127 FT. MSL TO -317 FT. MSL SteamElectricStation CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSUREBoring No. No.Depth -FeetEL,-135.7 gray clay u/concretionsWoterEstimatedContentDensity'LimitsSpecificPreconsolidotionCompressionPercent Ft.LLPL PIGravityIndexFt.28.08.10.320.80.70.6OVERBURDENPRENOTE:Vertical specimen 2.11" Diameter...0.40.10 FT..8620COEFFICIENT OF CONSOLIDATION VERSUS LOGPRESSURE CURVESOILDESCRIPTIONVERY'SILTSANDSANDS.LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationCONSOLIDATION TESTS -127 FT. MSL TO -317 FT.Figure CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBaringNo.Sample No. Depth Feet179.5ClassificationStiff tan gray clay lensesEL -166.2Content2R.RAttcrbargDensityLimitsSpecificLL PL PIGravity Ft.---95.157 25 322.728.50.21LOUISIANAPOWER LIGHT CO. SteamFigureCONSOLIDATION TESTS-127 FT. MSL TO -317 FT.LElectricStationIOVERBURDEN PRESSURE = 5.0 TSF specimen 2.0"COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOILVERY CLAYSWITH SILTS AND SANDS CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoring 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 CURVESOILDESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO. SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo.Sample No.133Depth FeetELVery stiffgray tan clay w/trace of silt.-173.1Clossif ionWater .EstimatedContentDensityLimitsPer centFt.LLPL PIGravityFt..38.883.12.7514.50.85.,. , . .,, ,. . ... . . ..I1.0., = .20 IN TONS PER FT...0 . 15 --., .5 . . 0, , ,. OF CONSOLIDATIONVERSUS PRESSURE CURVESOILDESCRIPTIONWITH SILT5 ANDSANDSLOUISIANAFigurePOWER CO.WaterfordSteamCONSOLIDATION TESTS -127 FT. MSL TO -317 MSLElectric Station CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEGoring No.Sample No.Depth -Fret149.5Clossificotion w/silt lensesELcontentLimitsSpecificCompressionPercentLL FL PIGravityIndex26.6 Ft.96.22.7012.00.34II0.80.7'0.66. specimen 2.0" 0.5OVERBURDEN PRESSU0.040.10too20 10 02COEFFICIENT OF CONSOLIDATIONVERSUS LOG PRESSURE CURVESOILVERYWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford Steam Electric StotionFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet EL -171.6 tan gray LimitsLL PL PIGravity35.3 Ft.--- 26 522.749.20.41OFSOIL DESCRIPTION :VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.FigureWaterford Steam TESTS -127 FT. TO -317 FT.ElectricStation CONSOLIDATION TEST DATA VOID RATIO VERSUS PRESSURE CURVEBoringNo.Sample No. Depth -Feet154.5EL -141.5 stiff AtterbugcontentDensitySpecificCompressionPercentLL PL PI30.9 Ft.92.3i.7211.00.35.OCR = 2.6NOTE:specimen2.0" Diameter. IN CL" CT.20 compression 0 10 0COEFFICIENT OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAFigurePOWER LIGHT CO.Waterford SteamCONSOLIDATION TESTS -127 FT. TO -317 FT.Electric Station 0.0.0.0.CONSOLIDATIONTEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. Sample No. Depth -Feet179.5EL -166.5Classification stiff 27.0CompressionLL PL PIGravity---Ft.56 342.709.10.28 0 I OF CONSOLIDATION VERSUS LOG PRESSURE CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureCONSOLIDATION TESTS -127 FT. TO -317 FT. MSL CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoringNo. 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station TESTS -127 FT. MSL TO -317 FT. Figure CONSOLIDATION TEST DATA VOID RATIOVERSUS PRESSURE CURVEBoring 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 CURVESOIL DESCRIPTION VERY STIFF CLAYSWITH SILTS AND SANDSLOUISIANA LIGHT CO.Woterford SteamFigureCONSOLIDATION TESTS -127 FT. MSL TO -317 FT. Electric StationII