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  1. Conversion between NAVD 88 and the commonly used NGVD 29 varies spatially; however, over most of the study area the following conversion can be used: NGVD 29 = NAVD 88 –3.6 feet. This conversion generally is accurate within about ± 0.5 feet for 95 percent of the study area.

  2. Quebec, Canada, was held fixed as the constraint, enabling NAVD 88 and the International Great Lakes Datum of 1985 to be one and the same. Now, other tide stations may have elevations other than zero. Since the establishment of NAVD 88, the preference has been for new flood hazard studies to be referenced to NAVD 88. 1.3. Other Vertical Datums

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  4. Jul 12, 2018 · The North American Vertical Datum of 1988 (NAVD 88) is the vertical control datum established in 1991 by the minimum-constraint adjustment of the Canadian-Mexican-United States leveling observations. It held fixed the height of the primary tidal bench mark, referenced to the new International Great Lakes Datum of 1985 local mean sea level ...

  5. Nov 4, 2020 · The NAVD 88 used some of the original data from 1929 but also re-leveled about 100,000 km. Originally scheduled to be completed in 1988, it was finished on June 15, 1991. The new datum produced fewer distortions than earlier vertical datums and more accurate elevations, according to Remondi.

  6. NAVD 88 was established in 1991. In 1993, Congress adopted NAVD 88 as the official civilian vertical datum for the United States and instructed all federal agencies to upgrade to the new datum. Since it was created, more than 450,000 benchmarks have been set with NAVD 88 elevations and there are more than one million kilometers of leveling data ...

  7. Mar 19, 2015 · Similarly, if you had an elevation of 8.0 feet (NAVD88) for the same property in Staten Island the elevation in the Richmond Datum would be: 8.0 ft – 2.092 ft = 5.908 feet. Is there a table of conversion factors available to compare updated FEMA flood hazard data with the effective FIRMs in New Jersey?

  8. datums, you will need to apply a conversion factor in order to properly compare the two. In Stafford Township, the conversion factor is approximately 1.3 feet. If an elevation certificate is using the 1929 datum, 1.3 feet must be subtracted from any elevation listed to come up with the current 1988 datum-based elevation. A

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