Bill5000
Coastal
- Dec 12, 2007
- 2
When determining the seasonal high water table for an oceanfront project does one need to adjust for the effects of daily high and low tides. It would seem that using redoxymorphic soil features would give one the elevation at high tide, but this elevation would drop as the tide went out.
Has anyone ever found references that speak to adjusting the elevation to adjust for tidal influences?
We are designing a beachfront structure and keeping the stormwater infiltration structure the required 2' above the seasonal high water table is a problem.
Has anyone ever found references that speak to adjusting the elevation to adjust for tidal influences?
We are designing a beachfront structure and keeping the stormwater infiltration structure the required 2' above the seasonal high water table is a problem.