Planning and Environmental Documents for Public Review

Click here to view USACE Galveston District Planning and Environmental documents for public review.

Viewing & Comments

Viewing Notices: To view a full public notice or its associated drawings file (if any), click on either full public notice or permit drawings link in the attachments section. To download the file to your computer, right-click on the public notice or drawings link, then select "Save Target As" from the menu.

How to Send Comments on Regulatory Division Public Notices: Send comments to the Regulatory Division, U.S. Army Corps of Engineers, Galveston District, P.O. Box 1229, Galveston, Texas 77553-1229 or by electronic mail to our Public Notice Comment Email. Comments made in reference to a public notice should include your name, address, phone number and the Department of the Army permit number referenced in the public notice (e.g. SWG-2015-00001).  

How to Send Comment on Other Galveston District Public Notices: Please follow the instructions included with the public notice. For Galveston District Planning and Environmental Documents for public review, please click here.

SWG-2018-00288 - Texas Department of Transportation–Beaumont District - Sabine River, including adjacent wetlands - Newton County, Texas and Vernon Parish, Louisiana

USACE Galveston District
Published April 25, 2024
Expiration date: 5/27/2024

Public Notice        Project Plans

The Texas Department of Transportation Beaumont District proposes to discharge an estimated 5,319 cubic yards (CY) of fill material which would in-turn permanently impact 13.3 acres of palustrine forested wetland, 0.77 acres of palustrine emergent wetland, 0.15 acres of palustrine scrub-shrub wetland, 0.02 acres of estuarine wetland, and 0.01 acres of perennial stream.  Listed temporary impacts include 3.30 acres of perennial stream, 0.04 acres of intermittent stream, and 0.02 acres of ephemeral stream.  The applicant is proposing to construct a new Sabine River bridge crossing in a more stable section of the river approximately 1,510 feet south (downstream) of the existing bridge, which requires realigning approximately 2.6 miles of SH 63.  Portions of the existing SH 63 roadway would remain to provide access to adjoining properties, and new cul-de-sacs would be constructed on either side of the river.  The existing bridge and the approach roadway segments located between the existing bridge and proposed cul-de-sacs would be removed.