|KSM |50680.8A |AAL |1.07| |ST MARY'S AIRPORT |2122006| |ST MARY'S |ALASKA | |NAD83 |5 CM |15 CM |NAVD88 |25 CM | |-14.3|2122006| | 312.3| |6+0 |2122006| | | | | | 620339.0|-1631806.6| @ |6 |S|2122006| |X| | | 620311.5670|-1631839.2160| 772136| 1520| 60|2122006| | | | | | | | | | | 0| 312.3| |2122006| | 875| 304.9| |2122006| | 1520| 306.0| |2122006| # |24 |S|2122006| |X| | | 620314.8410|-1631808.1008|2572203| 1520| 60|2122006| | | | | | | | | | | 0| 306.0| |2122006| | 645| 304.9| |2122006| | 1520| 312.3| |2122006| # |17 |S|2122006| |X| | | 620415.0604|-1631759.6165|1822615| 6008|150|2122006| | 301.6| |2122006| | | | | | | 0| 287.4| |2122006| | 2375| 300.0| |2122006| | 5405| 305.4| |2122006| | 6008| 308.3| |2122006| # |35 |S|2122006| |X| | | 620315.9624|-1631804.9769| 22611| 6008|150|2122006| | 308.3| |2122006| | | | | | | 0| 308.3| |2122006| | 603| 305.4| |2122006| | 3633| 300.0| |2122006| | 6008| 287.4| |2122006| @ |DME (17_SMA) | 620313.5522|-1631758.5578| 308.2| | | |2122006| |LOC (17_SMA) | 620312.7301|-1631805.2758| 287.6| | | 329|2122006| |NDB (SMA) | 620330.1175|-1631729.8000| | | | |2122006| # # @ |17 |ANAPC | |BUSH | 620415.19|-1631803.89|1A| 295| | | 8| | -17| 4| | 204R| 8|2122006| |RD(N) | 620428.30|-1631758.43|1A| 288| | | 1| | -24| 1346| | 1R| -22|2122006| |BUSH | 620432.06|-1631805.69|1A| 284| | | -3| | -28| 1713| | 362R| -34|2122006| # |35 |ANAPC | |RD(N) | 620314.78|-1631754.80|1A| 321| | | 13| | 9| 100| | 490R| 12|2122006| |OL ON DME | 620313.55|-1631758.56|1A| 312| | | 4| | 0| 232| | 316R| 3|2122006| |TREE | 620313.05|-1631800.14|1A| 314| | | 6| | 2| 286| | 243R| 3|2122006| |ANT ON OL LOC | 620312.73|-1631805.28|1A| 316| | | 8| | 4| 329| | 0R| 5|2122006| @ |Additional Information: | |THIS DATA WAS COLLECTED IN ACCORDANCE WITH FAA NO. 405 AREA NAVIGATION APPROACH (CONVENTIONAL LANDING) | |SURVEY SPECIFICATIONS. | | | |GEODETIC CONTROL FOR THIS SURVEY WAS ESTABLISHED USING GPS METHODS AND THE NGS ONLINE POSITIONING SERVICE (OPUS). | |ELLIPSOID HEIGHTS WERE DETERMINED THROUGH DIFFERENTIAL POSITIONING RELATIVE TO THE CONTINUOUS OPERATING REFERENCE | |STATION (CORS) NETWORK AND REFERENCED TO THE NAD 83 ELLIPSOID. GPS DERIVED ORTHOMETRIC ELEVATIONS WERE DETERMINED USING | |THE BEST AVAILABLE GEOID MODEL (GEOID06) AND ARE RELATIVE TO NAVD88. AS SUCH, THE GPS-DERIVED ORTHOMETRIC ELEVATIONS | |IN THIS FILE ARE CONSISTENT WITH OTHER NAVD88 ELEVATIONS (BOTH IN-STATE AND OUT-OF-STATE). | | | |NATIONAL GEODETIC SURVEY | EOF