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The GCES/GIS data base is a multi-level structure which includes data that range from <br />general to specific. Three tiers of accuracy are available within the multi-level structure. <br />Each tier of accuracy is determined by either the scale of the base map or methodology used <br />in the development of the original data set. The first tier consists of data referenced to a <br />1:24,000 quad sheet and at best it will obtain the National Map Accuracy Standard of 40 feet <br />in the horizontal and half a contour interval in the vertical. The second tier of data are photo <br />referenced and transferred to the 1:2,400 orthophoto grid base map developed for this project. <br />The methodology used to create the 1:2,400 level can produce a digital product with a <br />horizontal accuracy of 2.0 meters and a vertical accuracy of 1.0 meter. This second tier of <br />data is being used in the development of the digital products for the thirteen monitoring <br />sites. The third tier of data is survey referenced data. This data collection methodology can <br />produce digital data with sub-centimeter accuracy. The GCES office has surveyors on staff <br />to assist contributing scientists in developing new data sets or georeferencing historic data <br />with local control (fig. 8). It is important to note that the accuracies mentioned here are the <br />best case scenarios and that the accuracy of contributed data depends on the methodology <br />used in the collection of the original data set. <br />Data Base Development <br />Initiation of a pilot study was determined necessary to develop a methodology prior to <br />committing the resources to all thirteen monitoring and two special study sites. The <br />Nankoweap Canyon area, site No. 4, was selected for the pilot because considerable historic <br />information was available, it was a critical area, and it would provide a good test of the <br />integration needs. The Nankoweap site begins at river mile 51 (according to the USGS) from <br />Lee's Ferry and ends at river mile 56. <br />Historic data, defined here as "data developed prior to the 1990 GCES/GIS base map," were <br />tested in the pilot study to see if they could be integrated into a valid and usable data set for <br />the GCES/GIS data base. <br />The black and white aerial photographs from 1984, with pin pricks representing the USGS <br />1923 river mileage, were used to test historic photo referenced data. A Saltzman Map <br />transfer machine allowed scaling and transfer of the 1923 mileage data to the 1990 base map <br />product using common monuments between the 1984 photography and the 1990 orthophoto <br />map. The base map was registered to a digitizing tablet and the 1923 river mileage data <br />were hand digitized into the GCES/GIS data base. This 1923 USGS river mileage coverage <br />was then used to integrate hard copy mapped data to the GCES/GIS data base. <br />11