20200623 09070100 1.0 FALSE groundwater_base_elevation_contours10m 002 567914.197400 765937.089500 5427985.772400 5541841.954600 1 Projected GCS_North_American_1983_CSRS Linear Unit: Meter (1.000000) NAD_1983_CSRS_UTM_Zone_13N <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/2.5.0'><WKT>PROJCS[&quot;NAD_1983_CSRS_UTM_Zone_13N&quot;,GEOGCS[&quot;GCS_North_American_1983_CSRS&quot;,DATUM[&quot;D_North_American_1983_CSRS&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Transverse_Mercator&quot;],PARAMETER[&quot;False_Easting&quot;,500000.0],PARAMETER[&quot;False_Northing&quot;,0.0],PARAMETER[&quot;Central_Meridian&quot;,-105.0],PARAMETER[&quot;Scale_Factor&quot;,0.9996],PARAMETER[&quot;Latitude_Of_Origin&quot;,0.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,2957]]</WKT><XOrigin>-5120900</XOrigin><YOrigin>-9998100</YOrigin><XYScale>10000</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>2151</WKID><LatestWKID>2957</LatestWKID></ProjectedCoordinateSystem> 20200622 09354400 20200622 09354400 150000000 5000 North American Profile of ISO19115 2003 Esri ArcGIS 12.5.1.22081 Base of Groundwater Protection – elevation (metres above sea level) of the base of usable groundwater for the southeast corner of Saskatchewan, CSRS NAD83 Zone 13 (Extended), Ministry of Energy & Resources (2020) WATER.groundwater_base_elevation_contours10m 2020-06-15T00:00:00 Christiansen, E.A. (1956): Glacial geology of the Moose Mountain area, Saskatchewan; Saskatchewan Department of Mineral Resources, Report 21, 35p. Marsh, A. and Love, M. (2014): Regional Stratigraphic Framework of the Phanerozoic in Saskatchewan; Saskatchewan Phanerozoic Fluids and Petroleum Systems Project; Sask. Ministry of the Economy, Saskatchewan Geological Survey, Open File 2014-1, set of 156 maps. Simpson, M.A. (1993): Geology and groundwater resources of the Weyburn/Virden Area (62EF), Saskatchewan; Saskatchewan Research Council, Limited Report, SRC Publication Number R-1210-3-E-93, 38p. Water Security Agency (2019): Adapted from: The Water Security Agency, Provincial Water Quality Database. The incorporation of data sourced from WSA within this product shall not be construed as constituting an endorsement by WSA of such product. [licensed January 1 2020]. Water Security Agency (2018): Adapted from: The Water Security Agency, 2018 LiDAR data for the Souris River Valley and bathymetry data for Rafferty Reservoir and Grant Devine Lake. The incorporation of data sourced from WSA within this product shall not be construed as constituting an endorsement by WSA of such product. [licensed 1 October 2019]. external cb05a9d6bb3f41641d626b51cc14a6eb922b90b7 Arden Marsh Saskatchewan Geological Survey, Resource Development Division, Ministry of Energy and Resources Petroleum Research Geologist 201 Dewdney Avenue East Regina Saskatchewan S4N 4G3 arden.marsh@gov.sk.ca CA 306-787-7085 True Arden Marsh external e1150796f9c5261c5f218b260fad92176d07b5ea Emma Schultz Ministry of Energy and Resources, Field Services GIS Analyst/RPAS Regulatory Specialist 1000, 2103 - 11th Avenue Regina Saskatchewan S4P 3Z8 emma.schultz@gov.sk.ca CA 306-787-4484 True Emma Schultz 0 -104.071457 -101.291166 50.025009 48.947546 This dataset is the best-fit surface of usable groundwater in southeast Saskatchewan on a 1 km grid spacing. <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>This dataset contains the elevation data (metres above sea level), on a 1km spaced grid for southeast Saskatchewan, that delineates the structure surface separating saline groundwater from groundwater that is considered to be fresh as defined by the OGCR. Currently, the structure surface extends from the southeast corner of the province from the Manitoba border to range 15 West of the 2</SPAN><SPAN><SPAN>nd</SPAN></SPAN><SPAN><SPAN> meridian, and from the international border with the U.S.A. to township 11. This surface has been mapped using stratigraphic data from existing Saskatchewan Water Security Agency (WSA) water well datasets and PNG licensed well data that were interpolated with a Kriging algorithm. The structure surface for the Base of Groundwater Protection represents the subsurface elevation that is 15m below the top of the Pierre Shale Formation (Bearpaw equivalent). The Base of Groundwater Protection was mapped 15m below the top of the Pierre Shale Formation (Bearpaw equivalent) in order to account for any misinterpolation from the Kriging algorithm. The surface was created as a file geodatabase feature class and output for public distribution.</SPAN></SPAN></P></DIV></DIV></DIV> Any products derived from the use of the data provided by the Ministry of Energy and Resources Saskatchewan Mining and Petroleum GeoAtlas must be cited with the layers and date used to create those products. The ‘GeoAtlas’ contains information licensed under the Government of Saskatchewan Standard Unrestricted Use Data License (Version 2.0). For Example: Saskatchewan Mining and Petroleum GeoAtlas, Structure Map of the Base of Groundwater Protection in Southeast Saskatchewan, June 2020. We would also like to thank the Water Security Agency for their support and data necessary to complete this project. Specific datasets are referenced below. Groundwater Aquifer Cenozoic Quaternary Tertiary Upper Mesozoic Upper Cretaceous Bearpaw Formation Pierre Shale Southeast Saskatchewan Structure Map <DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Although the Government of Saskatchewan has exercised all reasonable care in the compilation, interpretation, and production of this item, it is currently the best-fit surface and is open for alterations and updates to account for new information and to further improve the accuracy of the present interpretation. Consequently, it is not possible to ensure total accuracy, and all persons who rely on the information contained herein do so at their own risk. The Government of Saskatchewan does not accept liability for any errors, omissions, or inaccuracies that may be includes in or derived from this item. This product contains information licensed under the Government of Saskatchewan Standard Unrestricted Use Data License (Version 2.0). </SPAN></P></DIV></DIV></DIV> 008 Geoscientific Information Elevation Groundwater Aquifer Structure Map Southeast Saskatchewan Canada Cenozoic Quaternary Tertiary Upper Mesozoic Upper Cretaceous Bearpaw Formation Pierre Shale File Geodatabase Feature Class May, 2020, Version1.0 external 1b506e4c269290e872903d7abe7feb49fc200b9c Thomas Schmidt Field Services, Ministry of Energy and Resources Manager Spatial Analytics and Support True Thomas Schmidt dataset EPSG 6.13(9.3.0.0) 193 Simple FALSE 193 TRUE FALSE WATER.groundwater_base_elevation_contours10m Feature Class 193 This feature class table defines the contour elevations in meters above sea level. Ministry of Energy and Resources OBJECTID OBJECTID OID 4 0 0 Internal feature number. Esri Sequential unique whole numbers that are automatically generated. Shape Shape Geometry 0 0 0 Feature geometry. Esri Coordinates defining the features. Numeric Coordinates defining the features. Esri ZLEVEL ZLEVEL Double 19 0 0 Contour elevation values in meters above sea level. Ministry of Energy and Resources Numeric Polyline elevation value. Ministry of Energy and Resources Shape_Length Shape_Length Measurement 12 0 0 Length of feature in internal units. Ministry of Energy and Resources Positive real numbers that are automatically generated. Numeric Polyline length in meters. Ministry of Energy and Resources LAYER LAYER String 11 0 0 Polyline description. Ministry of Energy and Resources Text Polyline description. Ministry of Energy and Resources 20200622 C2E8FB10-0263-4EE4-8F2B-75A8989D719E external e1150796f9c5261c5f218b260fad92176d07b5ea Emma Schultz Ministry of Energy and Resources, Field Services GIS Analyst/RPAS Regulatory Specialist 1000, 2103 - 11th Avenue Regina Saskatchewan S4P 3Z8 emma.schultz@gov.sk.ca CA 306-787-4484 True Emma Schultz Not all data has been validated. Some polygons, points or polylines may have errors, inconsistencies or issues that have not yet been corrected. See the reference specification. 1 ISO 19115 2003 2020-06-15T00:00:00 2020-06-15T00:00:00 Dataset Construction Details Data Analysis and Semi-variogram: The stratigraphic data points used to grid were compiled and screened in excel, then analysed using ESRI’s ArcMap 10.61 Exploratory Spatial Data Analysis (ESDA) tools in Geostatistical Analyst to understand the statistical nature of the data in order to apply the correct kriging method and parameters. ESDA’s classification maps, histograms, and QQ plots to were used to examine the data distribution. This step determined that the data displayed a platykurtic distribution and therefore, required a normal score data transformation. The Trend Analysis tool was also used to identify any systematic trends in the data, which reflected the natural north-south trend of the subsurface position of the formation. A trend removal was thereby necessary before the interpolation process. Lastly, Voroni Maps and Covariance Clouds confirmed that the data was adequately stationary and all outliers were sufficiently removed during the data screening process. Kriging geostatistical predictions are derived from fitting the data to a semi-variogram that represents the inherent variance of the value, direction, and distance between the x and y coordinates and the z (elevation) information of sample pairs. After the initial data analysis and executing various semi-variogram parameter tests, this iterative process determined that a simple linear detrend fitted to a spherical model honoured the data while performing the best in the post quality control checks. The picked semi-variogram was completed and used in the Kriging gridding algorithm in surfer. The resultant grid was converted to a contour in ArcMap. Quality Control: Statistical cross-validation tests were performed to confirm consistency of the kriging method and absence of biases. This technique provided the overall residual error value, the root mean square error, and the average kriging standard error. Another test was performed to ensure the groundwater elevation did not rise above the ground surface. A Digital Elevation Model (DEM) was combined with bathymetric data of the major lakes and river valleys then compared with the BGWP surface. In addition, a 4 township buffer was added to the boundary of the study area to eliminate any edge effects during mapping. 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