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, 2000 Fort Point Road, Galveston, Texas 77550 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-2007-01637 - Corpus Christi Liquefaction and Cheniere C.C. Pipeline LP - Nueces & San Patricio Counties

Published June 16, 2015
Expiration date: 7/17/2015

Full Public Notice    Project Plans

The applicant proposes to amend the permit by including: 1) an additional 2 feet of allowable overdepth for a maximum authorized depth of -29 feet MLT (-25 feet, plus 2 feet advanced maintenance dredging, plus 2 feet allowable overdepth; 2) addition of an armor stone slope protection option to the originally authorized articulated block revetment option.  For this option, the applicant requests that the slope protection area be extended from the top of slope to the toe of the slope for a total placement of 150,000 cubic yards of armor stone slope protection over a 12.29-acre area.  Only one of the two options would be used, thus no additional fill-related impacts would be incurred as a result of either slope protection option; 3) a modification of the authorized grade for the dredged basin side slope from 3:1 to a range of 2.8-3.0:1.  This modification will not change the originally permitted volume of material (4.4 mcy) to be excavated in association with basin construction.