Which culvert location to use for final results?

[gassc]

In a NAACC Capacity calculator workflow that utilizes a hydro-corrected DEM and snaps culverts to crossing locations on hydro lines, should we:

• return the results at those locations as well?
• Or, move the final results back to the locations in the NAACC GIS Latitude/Longitude fields?

[gassc]

After convo with Ben: For now, the answer is no. Even though the final location is typically snapped downstream of the actual crossing, the original locations may just be bad (e.g., bad GPS).