NOAA Technical Memorandum NOS NGS-58 [pdf]
Guidelines for Establishing GPS-derived Ellipsoidal Heights (Standards: 2 cm and 5 cm) Version 4.3
NOAA Technical Memorandum NOS NGS-59 [pdf]
Guidelines for Establishing GPS-derived Orthometric Heights (Standards: 2 cm and 5 cm) are available. These guidelines address the establishment and densification of vertical control networks through the use of GPS surveys and valid NAVD 88 orthometric control.
Bench Mark Reset Procedures [pdf]
The NGS Bench Mark Reset Guidelines provide the necessary information to preserve elevation data for a soon-to-be disturbed or soon-to-be destroyed bench mark. Bench marks provide a continuous record of elevation changes, as well as vertical control for many local surveyors, and their preservation is vital. It is imperative that elevation information be transferred or referenced from the original bench mark prior to its being disturbed or destroyed. The support and cooperation of local surveyors and engineers in this endeavor is not only important, but essential to the preservation of bench marks.
Mark Cheves, Editor of Professional Surveyor
Magazine, talks about Increased
Accuracy for GPS Heights in the May/June 1996 issue. This
article describes research being carried out at NGS to improve
the accuracy of geometric heights determined by GPS.
Dave Zilkoski and Don D'Onofrio discuss the
Geodetic
Phase of NOS's San Francisco Bay Demonstration Project in
a paper prepared for presentation to the American Congress on
Surveying and Mapping.
Report on the Joint Coast Survey and National
Geodetic Survey Centimeter-Level Positioning of a Marine Vessel
Project: The
U. S. Coast Guard Buoy Tender Test
Louisiana
Sinking to Earth's Core - article in The Advocate ONLINE internet
publication, February 18, 2002.