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        <gco:CharacterString>An airborne LiDAR survey carried out by AAM for Grange Resources Tasmania over the Savage River Mine and surrounds. The project area covers approximately 23km². LiDAR data was acquired from a fixed wing aircraft on the 18th of February 2015. AAM REFERENCE NUMBER: 24344A</gco:CharacterString>
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            <gco:CharacterString>This data is provided by AAM Pty Limited (AAM) to GRANGE RESOURCES TASMANIA under AAM standard Terms of Engagement, which provide a license for GRANGE RESOURCES TASMANIA to access and use the data only for the project and explicit purpose for which it is provided. AAM retains ownership of all Intellectual Property Rights in relation to this data or modifications, enhancements or subsets of this data. The data must not be sold, lent or distributed to any other party; and used subject to the following conditions: 1. This metadata record is always stored with the unaltered data contained in this volume. 2. The data is not altered in any way without the approval of AAM. The data may be copied from this file to another. 3. The data is not used for purposes beyond that explicitly agreed in the description of the Services provided by AAM. Any breach of these conditions will result in the immediate termination of the license issued by AAM, and GRANGE RESOURCES TASMANIA will indemnify AAM from all resulting liabilities.</gco:CharacterString>
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            <gco:CharacterString>DATA CHARACTERISTICS

            Formats: DXF and SHP


REFERENCE SYSTEMS

            Datum:  Horizontal - GDA94, Vertical - AHD
            Projection:  MGA94 Zone 55
            Geoid Model: Vertical - AusGeiod09
            Reference Point:  TSRV (TP Savage River)
                              Horizontal - 350385.499E   5405342.926N
                              Vertical   - 354.216 Ellipsoidal Ht


SOURCE DATA

             Airborne Laser Scanner:
             Source: AAM
             Description: Pegasus
             Ref. No.: 24344A
             Date: 18 February 2015

             
EXPECTED  ACCURACY

             Project specifications and technical processes were designed to achieve data accuracies  as follows:
             
             Vertical data: Derived Points: 0.15 metres
             Basis of Estimation: Project design
             Horizontal data: Measured Points: &lt;0.20 metres
             Basis of Estimation: System specifications ( 1/5500 flying height)
             Test points: Measured Points: 0.05 metres
             Basis of Estimation: Survey methodology used

             Notes On Expected Accuracy

             Values shown represent standard error (68% confidence level or 1 sigma), in metres 
             Derived points are those interpolated from a terrain model.
             Measured points are those observed directly.
             Accuracy estimates for terrain modeling refer to the terrain definition on clear  ground. Ground definition in vegetated terrain may contain localized areas with systematic errors or  outliers which fall outside this accuracy estimate.
             Laser strikes have been classified into ground and non-ground, based upon algorithms  tailored for major terrain/vegetation combinations existing in the project area.  The definition of  the ground may be less accurate in isolated pockets of dissimilar terrain/vegetation combinations.


DATA VALIDATION

             Ground data in this volume has been compared to 192 test points obtained by field  survey and assumed to be error-free. The test points were distributed in 2 groups across the mapping  area and located on open clear ground. Comparison of the field test points with elevations  interpolated from measured data resulted in a vertical standard error (RMS) of &lt;0.15 m.</gco:CharacterString>
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