1.1 Purpose and Need
The purpose and need statement mentions that a water exchange pass will be created
to periodically reduce hypersaline conditions in the Laguna Madre for ecosystem restoration. Given that the Laguna Madre is considered one of three unique
hypersaline lagoon systems on Earth, it is not clear why decreased salinity levels are needed or
desired. A better justification of the need for reducing salinity levels and the anticipated
benefits should be provided in the Final Environmental Impact Statement (FEIS).
1.2.2
Placement Areas (PAs)
The effect of windblown sand on channel shoaling rates is considered to be
insignificant in the DEIS based on the observation that the adjacent area is predominantly
vegetated. Although there is vegetation in the area, there is also evidence of unvegetated
dune blowouts in close proximity to the proposed channel. Additionally, aeolian transport of sand is a major component of the beach environment that may significantly
affect channel-shoaling rates. The effects of windblown sand on channel shoaling rates
and subsequent maintenance dredging requirements should be examined in greater detail
in the FEIS, or contrary evidence should be presented to show reasons windblown sand
shoaling rates are insignificant.
Initial construction of the proposed channel will be a federal action, but maintenance
dredging will be the responsibility of the local sponsor. The local sponsors have
expressed a desire to have Packery Channel designated as a federal navigation project in order to have the U.S. Army Corps of Engineers
(USACE) be the responsible party for
maintenance dredging. Although the preference of the local sponsor to federalize the
maintenance dredging is understandable, it raises concerns as to the financial commitment of the local entities for properly maintaining the channel. The FEIS should
provide details of local funding mechanisms to properly conduct maintenance dredging
over the 50-year life of the project.
Decant water from proposed PA I and PA2 is to be drained from the PAs and directed
across the beach towards the surf zone. Dredged material decant water is usually
returned to the channel being dredged. The drainage ditches across the public beach
could unnecessarily raise turbidity levels in the project area and create hazardous
conditions for vehicles and pedestrians on the beach, impairing access to and use of this
public beach.
The quality of dredged material suitable for beach placement is described in the DEIS
as material with a fines content of 5 percent or less, but up to 30 percent if the fines
fraction does not contain a significant amount of cohesive clay. The desired quality of
the dredged material for beach placement should contain no more than 5 percent cohesive
clay. Material with more that 5 percent cohesive clay may lead to poor drainage during