Index: DamClients/DamUI/trunk/src/Dam/Tests/CsvImporterTestsNew.cs
===================================================================
diff -u -r2422 -r2465
--- DamClients/DamUI/trunk/src/Dam/Tests/CsvImporterTestsNew.cs	(.../CsvImporterTestsNew.cs)	(revision 2422)
+++ DamClients/DamUI/trunk/src/Dam/Tests/CsvImporterTestsNew.cs	(.../CsvImporterTestsNew.cs)	(revision 2465)
@@ -312,7 +312,7 @@
             using (var writer = File.CreateText(importFile))
             {
                 writer.WriteLine(
-                    "location_id;location_scenario_id;water_height;water_height_low;dike_table_height;water_height_decimerings_hoogte;max_waterheight;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;UsePLLineOffsetBelowDikeCrestMiddle;PLLineOffsetBelowDikeCrestMiddle;UsePLLineOffsetFactorBelowShoulderCrest;PLLineOffsetFactorBelowShoulderCrest;HeadPL3;HeadPL4");
+                    "location_id;location_scenario_id;water_height;water_height_low;dike_table_height;water_height_decimerings_hoogte;max_waterheight;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;UsePLLineOffsetBelowDikeCrestMiddle;PLLineOffsetBelowDikeCrestMiddle;UsePLLineOffsetFactorBelowShoulderCrest;PLLineOffsetFactorBelowShoulderCrest;head_pl3;head_pl4");
                 writer.WriteLine(
                     "D1;1;0.000;0.680;21.110;0.000;1.120;31.600;0.000;1.300;31.730;63.310;0.000;1.3;0.000;1.1;2.2;3.3;4.4;TRUE;5.5;FALSE;6.6;7.7;8.8");
                 writer.WriteLine(
@@ -328,7 +328,7 @@
             using (var writer = File.CreateText(importFile))
             {
                 writer.WriteLine(
-                    "location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;Pl1_id;polderlevel;polderlevellow;head_pl2;head_pl3;head_pl4;Grass_quality;Direction;Ophoogmateriaaldijk;Ophoogmateriaalberm;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length;use_original_plline_assignments;PenetrationLength;TrafficLoad;minimal_circle_depth;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;level_reduction_inside;level_reduction_outside;layer_height_distribution;layer_height_deviation;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;Materiaaltypedijk;bp_tp;bp_hbp;bp_lbp;Baggerdiepte;distance_to_entry_point;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;PLLineOffsetDryBelowDikeTopAtRiver;PLLineOffsetDryBelowDikeTopAtPolder;PLLineOffsetDryBelowShoulderBaseInside;PLLineOffsetDryBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;detrimentfactor;DikeTableHeight;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent; UseNewDikeTopWidth; NewDikeTopWidth;UseNewDikeSlopeInside;NewDikeSlopeInside;UseNewDikeSlopeOutside;NewDikeSlopeOutside;UseNewShoulderTopSlope;NewShoulderTopSlope;UseNewShoulderBaseSlope;NewShoulderBaseSlope;UseNewMaxHeightShoulderAsFraction;NewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;NewMinDistanceDikeToeStartDitch;UseNewDitchDefinition;NewWidthDitchBottom;newSlopeAngleDitch;NewDepthDitch;ZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;PLLineOffsetBelowDikeCrestMiddle;PLLineOffsetFactorBelowShoulderCrest;UsePLLineOffsetDryBelowDikeCrestMiddle;PLLineOffsetDryBelowDikeCrestMiddle;UsePLLineOffsetDryFactorBelowShoulderCrest;PLLineOffsetDryFactorBelowShoulderCrest;IntrusionVerticalWaterPressure;TL_DegreeOfConsolidation;water_height;water_height_low;water_height_decimerings_hoogte;max_waterheight");
+                    "location_id;surfaceline_id;segment_id;geo_x;geo_y;x_soilgeometry2D_origin;Pl1_id;polderlevel;polderlevellow;head_pl2;head_pl3;head_pl4;Grass_quality;Direction;Ophoogmateriaaldijk;Ophoogmateriaalberm;Sheetpile_x;Sheetpile_y;Sheetpile_z;Sheetpile_length;use_original_plline_assignments;PenetrationLength;TrafficLoad;minimal_circle_depth;dempingsfactor_pl3;dempingsfactor_pl4;PLLineCreationMethod;level_reduction_inside;level_reduction_outside;layer_height_distribution;layer_height_deviation;safety_factor_piping;safety_factor_stability_inner_slope;safety_factor_stability_outer_slope;probability_of_failure_stability_innerslope;probability_of_failure_stability_outerslope;probability_of_failure_piping;uplift_criterion_piping;uplift_criterion_stability;Materiaaltypedijk;bp_tp;bp_hbp;bp_lbp;Baggerdiepte;distance_to_entry_point;PLLineOffsetBelowDikeTopAtRiver;PLLineOffsetBelowDikeTopAtPolder;PLLineOffsetBelowShoulderBaseInside;PLLineOffsetBelowDikeToeAtPolder;PLLineOffsetDryBelowDikeTopAtRiver;PLLineOffsetDryBelowDikeTopAtPolder;PLLineOffsetDryBelowShoulderBaseInside;PLLineOffsetDryBelowDikeToeAtPolder;StabilityShoulderGrowSlope;StabilityShoulderGrowDeltaX;StabilitySlopeAdaptionDeltaX;detrimentfactor;dike_table_height;SlopeDampingPiezometricHeightPolderSide;StabilityDesignMethod;SlopeAdaptionStartCotangent;SlopeAdaptionEndCotangent;SlopeAdaptionStepCotangent; UseNewDikeTopWidth; NewDikeTopWidth;UseNewDikeSlopeInside;NewDikeSlopeInside;UseNewDikeSlopeOutside;NewDikeSlopeOutside;UseNewShoulderTopSlope;NewShoulderTopSlope;UseNewShoulderBaseSlope;NewShoulderBaseSlope;UseNewMaxHeightShoulderAsFraction;NewMaxHeightShoulderAsFraction;UseNewMinDistanceDikeToeStartDitch;NewMinDistanceDikeToeStartDitch;UseNewDitchDefinition;NewWidthDitchBottom;newSlopeAngleDitch;NewDepthDitch;ZoneType;ForbiddenZoneFactor;ZoneAreaRestSlopeCrestWidth;PLLineOffsetBelowDikeCrestMiddle;PLLineOffsetFactorBelowShoulderCrest;UsePLLineOffsetDryBelowDikeCrestMiddle;PLLineOffsetDryBelowDikeCrestMiddle;UsePLLineOffsetDryFactorBelowShoulderCrest;PLLineOffsetDryFactorBelowShoulderCrest;IntrusionVerticalWaterPressure;TL_DegreeOfConsolidation;water_height;water_height_low;water_height_decimerings_hoogte;max_waterheight");
                 writer.WriteLine(
                     "16-1-1-C-3-Z;16-1-1-C-3-Z;1043;124330;441312;1;16-1-1-C-3-Z;0.9;0.2;13.056;0.9;0.8;1;1;klei;klei2;1;2;3;12;TRUE;1.3;10;1.5;30;40;ExpertKnowledgeRRD;1;2;Uniform;0.1;1.2;1.3;1.4;0.01;0.02;0.03;1.1;1.2;klei;1.0;1.1;1.2;2.0;2.1;0.5;0.6;0.1;0.2;0.6;1.6;0.2;0.3;2.0;0.2;0.5;0.9;3.5;0.01;OptimizedSlopeAndShoulderAdaption;3.0;6.0;0.5;TRUE;1.8;TRUE;1.9;TRUE;2.9;TRUE;2.8;TRUE;2.7;TRUE;0.6;TRUE;2.6;TRUE;1.1;1.2;1.3;ZoneAreas;0.5;1.6;1.0;0.1;TRUE;1.1;FALSE;0.11;Standard;10.1;1.2;1.3;1.4;1.5");
                 writer.WriteLine(