Index: DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx
===================================================================
diff -u -r6910 -r6953
--- DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6910)
+++ DamClients/DamLive/trunk/data/PulauTekong/PulauTekong_outside/PulauTekong.damx	(.../PulauTekong.damx)	(revision 6953)
@@ -1,8 +1,8 @@
 <?xml version="1.0" encoding="utf-8"?>
-<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.6906" MaxCalculationCores="1" Title2="" DateTime="2025-11-28" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\src\dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
-  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.6906" />
-  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Dijkring" Description="">
-    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+<DamProjectData Key="1" type="Deltares.Dam.Data.DamProjectData" version="26.1.0.0" MaxCalculationCores="1" Title2="" DateTime="2025-12-05" DrawnBy="" AnnexID="" DamProjectType="DamLiveConfiguration" DamDataSourceFileName="C:\Dam\DamClients\DamLive\trunk\data\PulauTekong\PulauTekong_outside\PulauTekong.defx" Title1="New project" Title3="" IsUseCurrentDate="False" ProjectID="" FieldNotes="">
+  <VersionInfo FileVersion="4" AssemblyName="Deltares.Dam.Application" AssemblyVersion="26.1.0.0" />
+  <Dike Key="2" MapForSoilGeometries2D="PulauTekong.geometries2D\" Name="Kering" Description="">
+    <Segments type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Segment, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Segment Key="3" Name="SD CS1 3-3">
         <SoilProfileProbabilities>
           <SoilProfileProbability Key="4" SoilGeometry2DName="3_3_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
@@ -19,9 +19,9 @@
         </SoilProfileProbabilities>
       </Segment>
     </Segments>
-    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
-      <Location Key="9" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="3" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+    <BackgroundRepositoryFeatures type="System.Collections.Generic.List`1[[Deltares.Dam.Data.BackgroundRepositoryFeature, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <Locations type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Location, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Location Key="9" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 3-3" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" Segment="3" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS1 3-3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS1 3-3" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="10" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS1 3-3">
           <Geometry Key="11" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <OriginalXy Key="12" X="0" Y="0" />
@@ -841,8 +841,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="354" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="9">
             <CalculationResults />
@@ -851,7 +851,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="356" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="5" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="356" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 8-8" SoilList="48" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" Segment="5" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS2 8-8" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="110" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS2 8-8" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="357" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS2 8-8">
           <Geometry Key="358" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -952,8 +952,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="441" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="356">
             <CalculationResults />
@@ -962,7 +962,7 @@
           </Scenario>
         </Scenarios>
       </Location>
-      <Location Key="443" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" Segment="7" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+      <Location Key="443" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 10-10" SoilList="48" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" Segment="7" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="SD CS3 10-10" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="80" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS3 10-10" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="PulauTekong.geometries2D\" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
         <LocalXZSurfaceLine2 Key="444" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="SD CS3 10-10">
           <Geometry Key="445" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
@@ -1059,8 +1059,8 @@
             </SensorArray>
           </Group>
         </SensorLocation>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
           <Scenario Key="524" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="443">
             <CalculationResults />
@@ -1210,1862 +1210,1860 @@
       <DamSoil RefKey="301" />
       <DamSoil RefKey="305" />
     </DamSoils>
-    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
+    <Aquifers type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Aquifer, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
       <Aquifer Key="580" StixFileName="3_3_SingaporeCrossSection_Outward.stix" LayerName="L 1" />
       <Aquifer Key="581" StixFileName="8_8_SingaporeCrossSection_Outward.stix" LayerName="L 1" />
       <Aquifer Key="582" StixFileName="10_10_SingaporeCrossSection_Outward.stix" LayerName="L 1" />
     </Aquifers>
-    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+    <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+    <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
   </Dike>
   <DamProjectCalculationSpecification Key="583" AnalysisType="NoAdaption">
     <DamCalculationSpecifications>
-      <DamCalculationSpecification Key="584" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
-        <StabilityParameters Key="585" IsStabilityCheckOnUplift="False">
-          <MStabParameters Key="586" Model="UpliftVan" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True">
-            <SlipCircleDefinition Key="587" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="584" />
-          </MStabParameters>
-        </StabilityParameters>
+      <DamCalculationSpecification Key="584" SearchMethod="BeeSwarm" IsUpliftVanRunOnlyWhenUpliftOccurs="True" FailureMechanismSystemType="StabilityInside" PipingModelType="Wti2017" StabilityModelType="UpliftVan">
+        <SlipCircleDefinition Key="585" XCoordinateLastUpliftPoint="0" UpliftVanTangentLinesDefinition="OnBoundaryLines" UpliftVanTangentLinesDistance="0.25" BishopTangentLinesDistance="0.25" UpliftVanGridSizeDetermination="Automatic" BishopSearchAreaDetermination="Automatic" UpliftVanLeftGridVerticalPointCount="36" UpliftVanLeftGridVerticalPointDistance="2" BishopGridVerticalPointDistance="2.5" BishopGridHorizontalPointDistance="2.5" UpliftVanRightGridVerticalPointCount="3" UpliftVanRightGridVerticalPointDistance="2" UpliftVanRightGridHorizontalPointCount="6" UpliftVanRightGridHorizontalPointDistance="2" BishopGridVerticalPointCount="10" UpliftVanLeftGridHorizontalPointCount="14" BishopGridHorizontalPointCount="10" UpliftVanLeftGridHorizontalPointDistance="2" Specification="584" />
       </DamCalculationSpecification>
     </DamCalculationSpecifications>
   </DamProjectCalculationSpecification>
-  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="588" Run="False" Name="Dijkring" Subject="2">
-    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]">
-      <Job type="Deltares.Dam.Data.LocationJob" Key="589" Name="SD CS1 3-3" Run="False" Subject="9">
-        <WaterLevelTimeSerie Key="590" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+  <DikeJob type="Deltares.Dam.Data.DikeJob" Key="586" Run="False" Name="Kering" Subject="2">
+    <Jobs type="System.Collections.Generic.List`1[[Deltares.Dam.Data.DamJob, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]">
+      <Job type="Deltares.Dam.Data.LocationJob" Key="587" Name="SD CS1 3-3" Run="False" Subject="9">
+        <WaterLevelTimeSerie Key="588" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="591">
-          <StabilityTimeSerie Key="592" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="589">
+          <StabilityTimeSerie Key="590" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="593" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="591" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="594" Name="SD CS2 8-8" Run="False" Subject="356">
-        <WaterLevelTimeSerie Key="595" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="592" Name="SD CS2 8-8" Run="False" Subject="356">
+        <WaterLevelTimeSerie Key="593" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="596">
-          <StabilityTimeSerie Key="597" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="594">
+          <StabilityTimeSerie Key="595" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="598" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="596" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
-      <Job type="Deltares.Dam.Data.LocationJob" Key="599" Name="SD CS3 10-10" Run="False" Subject="443">
-        <WaterLevelTimeSerie Key="600" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Job type="Deltares.Dam.Data.LocationJob" Key="597" Name="SD CS3 10-10" Run="False" Subject="443">
+        <WaterLevelTimeSerie Key="598" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+          <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         </WaterLevelTimeSerie>
-        <LocationResult Key="601">
-          <StabilityTimeSerie Key="602" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <LocationResult Key="599">
+          <StabilityTimeSerie Key="600" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </StabilityTimeSerie>
-          <PipingTimeSerie Key="603" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
-            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+          <PipingTimeSerie Key="601" StartDateTime="" EndDateTime="" ForecastDateTime="" MissVal="0" CreationDateTime="">
+            <Entries type="System.Collections.Generic.List`1[[Deltares.Dam.Data.TimeSerieEntry, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
           </PipingTimeSerie>
         </LocationResult>
       </Job>
     </Jobs>
   </DikeJob>
   <DataSources>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="604" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS1 3-3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS1 3-3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 3-3" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="0" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="605" Name="SD CS1 3-3">
+      <Source type="Deltares.Dam.Data.Location" Key="602" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 3-3" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS1 3-3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="0" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS1 3-3" Description="" Name="SD CS1 3-3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 3-3" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="603" Name="SD CS1 3-3">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="606" SoilGeometry2DName="3_3_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="604" SoilGeometry2DName="3_3_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="607" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="604">
+          <Scenario Key="605" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="602">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="608" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="606" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="609" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS2 8-8" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS2 8-8" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 8-8" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="110" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="610" Name="SD CS2 8-8">
+      <Source type="Deltares.Dam.Data.Location" Key="607" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 8-8" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS2 8-8" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="110" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS2 8-8" Description="" Name="SD CS2 8-8" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 8-8" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="608" Name="SD CS2 8-8">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="611" SoilGeometry2DName="8_8_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="609" SoilGeometry2DName="8_8_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="612" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="609">
+          <Scenario Key="610" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="607">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="613" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="611" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="614" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="SD CS3 10-10" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="SD CS3 10-10" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth 10-10" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="80" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Segment Key="615" Name="SD CS3 10-10">
+      <Source type="Deltares.Dam.Data.Location" Key="612" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth 10-10" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="SD CS3 10-10" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="80" UseNewShoulderTopSlope="False" SurfaceLineId="SD CS3 10-10" Description="" Name="SD CS3 10-10" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth 10-10" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Segment Key="613" Name="SD CS3 10-10">
           <SoilProfileProbabilities>
-            <SoilProfileProbability Key="616" SoilGeometry2DName="10_10_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
+            <SoilProfileProbability Key="614" SoilGeometry2DName="10_10_SingaporeCrossSection_Outward.stix" SegmentFailureMechanismType="StabilityInside" Probability="100" />
           </SoilProfileProbabilities>
         </Segment>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="617" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="614">
+          <Scenario Key="615" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.82" RiverLevelLow="101.82" DikeTableHeight="106" PolderLevel="97.2" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="101.83" HeadPl4="101.83" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="101.83" PlLineOffsetBelowDikeTopAtRiver="1" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="612">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="618" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="616" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="619" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS1 X1" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS1 X1" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-15" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="617" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="CD CS1 X1" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-15" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS1 X1" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="620" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="619">
+          <Scenario Key="618" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="617">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="621" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="619" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;XRd;YRd;XSoilGeometry2DOrigin;DampingFactorPL3;DampingFactorPL4;PenetrationLength;TrafficLoad;TrafficLoadDistributionAngle;PLLineCreationMethod;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;MinimalCircleDepth;DistanceToEntryPoint;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;StabilityZoneType;ForbiddenZoneFactor;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope;Segment:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="622" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="False" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+      <Source type="Deltares.Dam.Data.Location" Key="620" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="False" NewDepthDitch="1" SegmentId="CD CS2 X3" YRd="0" StabilityShoulderGrowSlope="0.3333" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-10" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS2 X3" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="623" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="622">
+          <Scenario Key="621" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="101.7" RiverLevelLow="101.7" DikeTableHeight="102.5" PolderLevel="90.8" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="620">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="624" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="622" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Source="49" Modifications="Name;Color;SoilType;AbovePhreaticLevel;BelowPhreaticLevel;Cohesion;FrictionAngle;DiameterD70;PermeabKx;UseDefaultShearStrengthModel;StressTable;SuTable;POP:Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="625" Owner="49" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="623" Owner="49" Name="AbovePhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="626" Owner="49" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="624" Owner="49" Name="BelowPhreaticLevel" ActualValue="NaN" DistributionType="LogNormal" Mean="13" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="627" Owner="49" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="50" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="625" Owner="49" Name="Cohesion" ActualValue="NaN" DistributionType="LogNormal" Mean="50" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="628" Owner="49" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="626" Owner="49" Name="FrictionAngle" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="629" Owner="49" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0.00019999999999999998" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="627" Owner="49" Name="DiameterD70" ActualValue="NaN" DistributionType="LogNormal" Mean="0.00019999999999999998" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="630" Owner="49" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0.001" Deviation="NaN" Shift="0" XmlCorrelation="" />
+      <Source type="Deltares.Probabilistic.Stochast" Key="628" Owner="49" Name="PermeabKx" ActualValue="NaN" DistributionType="LogNormal" Mean="0.001" Deviation="NaN" Shift="0" XmlCorrelation="" />
     </DataSource>
     <DataSource Source="50" Modifications="Name:Csv" />
     <DataSource Source="52" Modifications="Name:Csv" />
     <DataSource Modifications="Mean:Csv">
-      <Source type="Deltares.Probabilistic.Stochast" Key="631" Owner="49" Name="POP" ActualValue="NaN" DistributionType="LogNormal" Mean="0" Variation="NaN" Deviation="NaN" Shift="0" XmlCorrelation="" />
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+    <DataSource Source="9" Modifications="Name;Description;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="356" Modifications="Name;Description;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Source="443" Modifications="Name;Description;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv" />
+    <DataSource Modifications="Name;Description;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
+      <Source type="Deltares.Dam.Data.Location" Key="1078" UseNewShoulderBaseSlope="False" NewWidthDitchBottom="1" NewDikeSlopeOutside="0.333" DikeEmbankmentMaterial="Good Earth" SoilList="48" NewMaxHeightShoulderAsFraction="0.5" XRd="0" StabilityZoneType="NoZones" NewDikeSlopeInside="0.333" StabilitySlopeAdaptionDeltaX="2" SlopeDampingPiezometricHeightPolderSide="0" NewShoulderTopSlope="0.05" TrafficLoad="0" NewShoulderBaseSlope="0.333" TrafficLoadDistributionAngle="" NewMinDistanceDikeToeStartDitch="5" AreLocalXZObjectsCreated="True" NewDepthDitch="1" SegmentId="CD CS1 X1" YRd="0" StabilityShoulderGrowSlope="0.3333" SurfaceLine2="526" UseNewDikeSlopeInside="False" DampingFactorPL3="0" DistanceToEntryPoint="0" UseNewDikeSlopeOutside="False" XSoilGeometry2DOrigin="-15" UseNewShoulderTopSlope="False" SurfaceLineId="CD CS1 X1" Description="" Name="CD CS1 X1" XRdDikeLine="0" MinimalCircleDepth="2" PenetrationLength="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
+        <LocalXZSurfaceLine2 Key="1079" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS1 X1">
+          <Geometry Key="1080" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
             <Points>
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-              <Point Key="1085" Description="" X="17" Y="0" Z="102.5" Name=" " />
-              <Point Key="1086" Description="" X="18" Y="0" Z="102.5" Name=" " />
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-              <Point Key="1090" Description="" X="38.8" Y="0" Z="98.7" Name=" " />
-              <Point Key="1091" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
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-              <Point Key="1096" Description="" X="85" Y="0" Z="98.29" Name=" " />
+              <Point Key="1081" Description="" X="0" Y="0" Z="98.7" Name=" " />
+              <Point Key="1082" Description="" X="4.73" Y="0" Z="98.7" Name=" " />
+              <Point Key="1083" Description="" X="17" Y="0" Z="102.5" Name=" " />
+              <Point Key="1084" Description="" X="18" Y="0" Z="102.5" Name=" " />
+              <Point Key="1085" Description="" X="24" Y="0" Z="102.5" Name=" " />
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+              <Point Key="1089" Description="" X="40.33" Y="0" Z="98.29" Name=" " />
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+              <Point Key="1092" Description="" X="53.33" Y="0" Z="96.29" Name=" " />
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+              <Point Key="1094" Description="" X="85" Y="0" Z="98.29" Name=" " />
             </Points>
           </Geometry>
           <CharacteristicPoints>
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1097" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1083" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1098" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1084" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1099" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1085" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1100" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1086" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1101" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1087" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1102" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1088" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1103" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1089" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1104" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1090" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1105" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1091" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1106" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1092" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1107" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1093" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1108" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1094" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1109" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1095" IsPointOnSurfaceLine="True" />
-            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1110" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1096" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1095" Name=" " Description="" CharacteristicPointType="SurfaceLevelOutside" GeometryPoint="1081" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1096" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1082" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1097" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1083" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1098" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1084" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1099" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1085" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1100" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1086" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1101" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1087" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1102" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1088" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1103" Name=" " Description="" CharacteristicPointType="DikeToeAtPolder" GeometryPoint="1089" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1104" Name=" " Description="" CharacteristicPointType="DitchDikeSide" GeometryPoint="1090" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1105" Name=" " Description="" CharacteristicPointType="BottomDitchDikeSide" GeometryPoint="1091" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1106" Name=" " Description="" CharacteristicPointType="BottomDitchPolderSide" GeometryPoint="1092" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1107" Name=" " Description="" CharacteristicPointType="DitchPolderSide" GeometryPoint="1093" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1108" Name=" " Description="" CharacteristicPointType="SurfaceLevelInside" GeometryPoint="1094" IsPointOnSurfaceLine="True" />
           </CharacteristicPoints>
         </LocalXZSurfaceLine2>
-        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
         <Scenarios>
-          <Scenario Key="1111" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1080">
+          <Scenario Key="1109" CalculationResult="NoRun" LocationScenarioID="1" RiverLevel="100" RiverLevelLow="100" DikeTableHeight="102.5" PolderLevel="97.6" UsePlLineOffsetFactorBelowShoulderCrest="" HeadPl2="100" HeadPl4="100" RequiredSafetyFactorStabilityOuterSlope="1" PlLineOffsetBelowDikeToeAtPolder="0" UsePlLineOffsetBelowDikeCrestMiddle="" PlLineOffsetBelowDikeCrestMiddle="" UpliftCriterionPiping="1.2" PlLineOffsetFactorBelowShoulderCrest="" UpliftCriterionStability="1.2" HeadPl3="100" PlLineOffsetBelowDikeTopAtRiver="0" RequiredSafetyFactorStabilityInnerSlope="1" PlLineOffsetBelowDikeTopAtPolder="0" RequiredSafetyFactorPiping="1.2" PlLineOffsetBelowShoulderBaseInside="0" Location="1078">
             <CalculationResults />
             <Errors />
-            <ModelFactors Key="1112" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
+            <ModelFactors Key="1110" RequiredSafetyFactorStabilityInnerSlope="1" RequiredSafetyFactorStabilityOuterSlope="1" RequiredSafetyFactorPiping="1.2" UpliftCriterionStability="1.2" UpliftCriterionPiping="1.2" />
           </Scenario>
         </Scenarios>
       </Source>
     </DataSource>
-    <DataSource Modifications="Name;Description;DikeRingId;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
-      <Source type="Deltares.Dam.Data.Location" Key="1113" UseNewShoulderBaseSlope="False" NewMinDistanceDikeToeStartDitch="5" UseNewDikeSlopeOutside="False" SurfaceLineId="CD CS2 X3" NewShoulderBaseSlope="0.333" XRd="0" NewDepthDitch="1" UseNewDikeSlopeInside="False" StabilityShoulderGrowSlope="0.3333" SlopeDampingPiezometricHeightPolderSide="0" UseNewShoulderTopSlope="False" TrafficLoad="0" SoilList="48" TrafficLoadDistributionAngle="" NewMaxHeightShoulderAsFraction="0.5" AreLocalXZObjectsCreated="True" NewWidthDitchBottom="1" SegmentId="CD CS2 X3" StabilityZoneType="NoZones" YRd="0" DikeEmbankmentMaterial="Good Earth" SurfaceLine2="556" PenetrationLength="0" StabilitySlopeAdaptionDeltaX="2" DistanceToEntryPoint="0" NewDikeSlopeInside="0.333" XSoilGeometry2DOrigin="-10" NewDikeSlopeOutside="0.333" DikeRingId="" NewShoulderTopSlope="0.05" Description="" Name="CD CS2 X3" XRdDikeLine="0" MinimalCircleDepth="2" DampingFactorPL3="0" MapForSoilGeometries2D="" UseNewMaxHeightShoulderAsFraction="False" UseNewMinDistanceDikeToeStartDitch="False" UseNewDitchDefinition="False" GaugeMissVal="0" NewSlopeAngleDitch="1" RedesignDikeHeight="True" RedesignDikeShoulder="True" ForbiddenZoneFactor="1" StabilityDesignMethod="OptimizedSlopeAndShoulderAdaption" SlopeAdaptionStartCotangent="3" ShoulderEmbankmentMaterial="Good Earth" SlopeAdaptionEndCotangent="6" StabilityShoulderGrowDeltaX="1" SlopeAdaptionStepCotangent="0.5" PLLineCreationMethod="ExpertKnowledgeRRD" UseNewDikeTopWidth="False" DampingFactorPL4="0" NewDikeTopWidth="3" IntrusionVerticalWaterPressure="Standard">
-        <LocalXZSurfaceLine2 Key="1114" LandwardDirection="PositiveX" GeometryMustIncludePoint_Xml="True" Description="" Name="CD CS2 X3">
-          <Geometry Key="1115" OriginalXy="12" LatitudeAngle="0" Offset="0" LeftDikeSideType="Outside" FromTime="2000-01-01" Description="" UntilTime="2000-01-01" Name="">
+    <DataSource Modifications="Name;Description;SurfaceLineId;SurfaceLine2;XRd;YRd;SegmentId;Segment;XSoilGeometry2DOrigin;DikeEmbankmentMaterial;ShoulderEmbankmentMaterial;DampingFactorPL3;DampingFactorPL4;PenetrationLength;PLLineCreationMethod;IntrusionVerticalWaterPressure;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;TrafficLoad;MinimalCircleDepth;DistanceToEntryPoint;StabilityZoneType;ForbiddenZoneFactor;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent;NewDepthDitch;NewDikeSlopeInside;NewDikeSlopeOutside;NewDikeTopWidth;NewMaxHeightShoulderAsFraction;NewMinDistanceDikeToeStartDitch;NewShoulderBaseSlope;NewShoulderTopSlope;newSlopeAngleDitch;NewSlopeAngleDitch;NewWidthDitchBottom;UseNewDikeSlopeInside;UseNewDikeSlopeOutside;UseNewDikeTopWidth;UseNewDitchDefinition;UseNewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;UseNewShoulderBaseSlope;UseNewShoulderTopSlope:Csv;None;None;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;None;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv;Csv">
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1126" Name=" " Description="" CharacteristicPointType="DikeToeAtRiver" GeometryPoint="1115" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1127" Name=" " Description="" CharacteristicPointType="DikeTopAtRiver" GeometryPoint="1116" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1128" Name=" " Description="" CharacteristicPointType="TrafficLoadOutside" GeometryPoint="1117" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1129" Name=" " Description="" CharacteristicPointType="TrafficLoadInside" GeometryPoint="1118" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1130" Name=" " Description="" CharacteristicPointType="DikeTopAtPolder" GeometryPoint="1119" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1131" Name=" " Description="" CharacteristicPointType="ShoulderBaseInside" GeometryPoint="1120" IsPointOnSurfaceLine="True" />
+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1132" Name=" " Description="" CharacteristicPointType="ShoulderTopInside" GeometryPoint="1121" IsPointOnSurfaceLine="True" />
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+            <CharacteristicPoint type="Deltares.Geotechnics.SurfaceLines.CharacteristicPoint" Key="1134" Name=" " Description="" CharacteristicPointType="None" GeometryPoint="1123" IsPointOnSurfaceLine="True" />
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         </LocalXZSurfaceLine2>
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-        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.6906, Culture=neutral, PublicKeyToken=null]]" />
+        <Gauges type="System.Collections.Generic.List`1[[Deltares.Dam.Data.Gauge, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
+        <GaugePLLines type="System.Collections.Generic.List`1[[Deltares.Dam.Data.GaugePLLine, Deltares.Dam.Data, Version=26.1.0.0, Culture=neutral, PublicKeyToken=null]]" />
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             <Errors />
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         </Scenarios>
       </Source>
     </DataSource>
     <DataSource Modifications="Name;SoilProfile;SurfaceLine2;SurfaceLine;DikeEmbankmentMaterial:User;User;User;User;User">
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+      <Source type="Deltares.Geotechnics.Soils.SoilSurfaceProfile" Key="1138" YBegin="NaN" SurfaceLine="11" SurfaceLine2="10" DikeEmbankmentMaterial="117" CreateSettlementZones="False" XBegin="NaN" CenterCrestLocation="NaN" XEnd="NaN" YEnd="NaN" Length="NaN" Name="Soil Surface Profile">
+        <SoilProfile Key="1139" MaintainLayerOrderNonStatic="False" Y="NaN" PhreaticLevel="0" HasPhreaticLevel="False" BottomLevel="-10" TopLevel="105.5" ProbabilityOfOccurrence="0" X="NaN" Name="3_3_SingaporeCrossSection_Outward.stix">
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-            <Layer Key="1142" MaintainLayerOrder="False" TopLevel="105.5" Id="" Soil="117" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Soil Layer" />
+            <Layer Key="1140" MaintainLayerOrder="False" TopLevel="105.5" Id="" Soil="117" IsAquifer="False" WaterpressureInterpolationModel="Automatic" Description="" Name="Soil Layer" />
           </Layers>
           <PreconsolidationStresses />
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+          <Location type="Deltares.Geographic.GeographicPoint" Key="1141" X="NaN" Y="NaN" />
         </SoilProfile>
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+        <Geometry Key="1142" Right="250" Description="" Left="0" Bottom="-10" Name="">
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-            <Curve Key="1182" Description="" Name="3" HeadPoint="1147" EndPoint="1145" />
+            <Curve Key="1162" Description="" Name="1-2" HeadPoint="1143" EndPoint="1144" />
+            <Curve Key="1163" Description="" Name="2-21" HeadPoint="1144" EndPoint="1161" />
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+            <Curve Key="1165" Description="" Name="6-7" HeadPoint="1146" EndPoint="1147" />
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+            <Curve Key="1180" Description="" Name="3" HeadPoint="1145" EndPoint="1143" />
           </Curves>
           <Loops>
-            <Loop Key="1183" Description="" Name="">
+            <Loop Key="1181" Description="" Name="">
               <CurveList>
+                <Curve RefKey="1162" />
+                <Curve RefKey="1180" />
                 <Curve RefKey="1164" />
-                <Curve RefKey="1182" />
+                <Curve RefKey="1165" />
                 <Curve RefKey="1166" />
                 <Curve RefKey="1167" />
                 <Curve RefKey="1168" />
@@ -3080,25 +3078,23 @@
                 <Curve RefKey="1177" />
                 <Curve RefKey="1178" />
                 <Curve RefKey="1179" />
-                <Curve RefKey="1180" />
-                <Curve RefKey="1181" />
-                <Curve RefKey="1165" />
+                <Curve RefKey="1163" />
               </CurveList>
             </Loop>
           </Loops>
           <Surfaces>
-            <Surface Key="1184" OuterLoop="1183" Description="" Name="">
+            <Surface Key="1182" OuterLoop="1181" Description="" Name="">
               <InnerLoops />
             </Surface>
           </Surfaces>
         </Geometry>
-        <Location type="Deltares.Geographic.GeographicPoint" RefKey="1143" />
+        <Location type="Deltares.Geographic.GeographicPoint" RefKey="1141" />
       </Source>
     </DataSource>
-    <DataSource Source="1141" Modifications="Name:User" />
-    <DataSource Source="1142" Modifications="Name;Soil:User;User" />
+    <DataSource Source="1139" Modifications="Name:User" />
+    <DataSource Source="1140" Modifications="Name;Soil:User;User" />
   </DataSources>
-  <SensorData Key="1185">
+  <SensorData Key="1183">
     <Sensors>
       <Sensor RefKey="348" />
       <Sensor RefKey="349" />