American Samoa Environmental Protection Agency, 5-2003, Malaeimi Special Management Area: ASEPA, Utulei, American Samoa.Online Links:
This is a Vector data set. It contains the following vector data types (SDTS terminology):
The map projection used is Transverse Mercator.
Planar coordinates are encoded using coordinate pair
Abscissae (x-coordinates) are specified to the nearest 0.000004
Ordinates (y-coordinates) are specified to the nearest 0.000004
Planar coordinates are specified in meters
The horizontal datum used is D_North_American_1983_HARN.
The ellipsoid used is Geodetic Reference System 80.
The semi-major axis of the ellipsoid used is 6378137.000000.
The flattening of the ellipsoid used is 1/298.257222.
Sequential unique whole numbers that are automatically generated.
Coordinates defining the features.
011-684-633-2304 (voice)
011-684-633-5175 (FAX)
amsamoaepa@yahoo.com
The purpose of creating this GIS map is to clearly define the boundaries of the proposed SMA region. A detailed map will allow wise management and planning decisions affecting the future of the Malaeimi Valley.
United States Geological Survey, 1963, tut_contour10m.shp: USGS, Reston, VA.Online Links:
The remainder of the ridge that was determined by tracing a topographical map by hand was updated by GIS staff at the American Samoa Department of Commerce using a 10 meter contour interval ESRI shapefile. The 10 meter contour shapefile was derived from a United States Geological Survey Digital Elevation Model using the spatial analyst extension in ArcGIS 8.2.
Person who carried out this activity:
011-684-633-2304 (voice)
011-684-633-5175 (FAX)
amsamoaepa@yahoo.com
Data sources used in this process:
Data sources used in this process:
Data sources used in this process:
Data sources used in this process:
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Area and perimeter numbers were generated using XTOOLS 3.0 in ArcGIS 8.3.
Total Station used for survey is accurate to +/- 1 second in horizontal angle and +/- 0.02 feet in distance. Survey mis close for traverse was 0.17 feet (unadjusted) giving an absolute horizontal positional error of 0.2 feet.
Optical Level Accuracy is +/- 0.01 feet. Survey mis close for traverse was 0.04 feet (unadjusted) giving an absolute vertical positional error of 0.05 feet.
The required information submitted is complete as required. However, it should be noted that the position of the ridge line beyond the points closest to the Concrete Plinths is approximate only as it was not practical (or necessary) to climb the ridge to accurately determine its position.
The Malaemi Special Management Area is contained within the areas to the east and north of azimuth 324deg 03min 36sec from Concrete Plinth MV1 290361.63N, 238556.11E, 140.12L ASD 1962. And the west and north of azimuth 215deg 08min 51sec from Concrete Plinth MV6 291277.71N, 240730.46E, 126.60L. And to the extents of the watershed contained by Tuasivi Ridge, Taumata Mountain, and Tau Mountain.
Are there legal restrictions on access or use of the data?
- Access_Constraints:
- Data set is not for use in litigation. While efforts have been made to ensure that these data are accurate and reliable within the state of the art, ASEPA and ASCMP cannot assume liability for any damages, or misrepresentations, caused by any inaccuracies in the data, or as a result of the data to be used on a particular system. ASEPA and ASCMP make no warranty, expressed or implied, nor does the fact of distribution constitute such a warranty.
- Use_Constraints: none.
011-684-633-5155 (voice)
011-684-633-4195 (FAX)
info@doc.asg.as
Delineation of Malaeimi Special Management Area on the island of Tutuila in American Samoa.
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Download from internet @ <http://dusk.geo.orst.edu/djl/samoa/>
Requires software that can read/display the ESRI shapefile format.
684-633-5155 (voice)
684-633-4195 (FAX)
info@doc.asg.as