Tulsa District Regulatory Permits for Public Comment

PURPOSE:  The purpose of these public notices are to inform you of a proposal for work in which you might be interested and to solicit your comments and information to better enable us to make a reasonable decision on factors affecting the public interest in relation to Section 10 and Section 404.

SECTION 10: The U.S. Army Corps of Engineers is directed by Congress through Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403) to regulate all work or structures in or affecting the course, condition, or capacity of navigable waters of the United States.  The intent of this law is to protect the navigable capacity of waters important to interstate commerce.

SECTION 404: The U.S. Army Corps of Engineers is directed by Congress through Section 404 of the Clean Water Act (33 USC 1344) to regulate the discharges of dredged and fill material into all waters of the United States.  These waters include lakes, rivers, streams, mudflats, sandflats, sloughs, wet meadows, natural ponds, and wetlands adjacent to other waters.  The intent of the law is to protect these waters from the indiscriminate discharge of material capable of causing pollution and to restore and maintain their chemical, physical, and biological integrity.

PUBLIC NOTICE MAILING LIST:  If you would like to be added to our Public Notice Mailing List, please submit your information to our email address at CESWT-RO@usace.army.mil or the mailing address below. 

U.S. Army Corps of Engineers
CESWT-RO
2488 E 81st Street
Tulsa, OK  74137-4290

 

SWT-2019-317

Regulatory Office
Published Nov. 7, 2019
Expiration date: 12/7/2019

The applicant's proposal would require the placement of 7,000 CY of earthen material, retaining wall blocks using concrete and steel that would be stacked three levels for approximately 1,400 LF (0 .38 AC), and proposed compacted earthen fill material and vegetated slope using 3: 1 (0.45 AC). The reclamation of the bank varies up to 80 lateral feet of the upland to Flint Creek. The applicant also proposes to excavate a 1,100 LF trapezoidal channel for a temporary diversion channel that varies up to 50 LF wide with 3: 1 slope banks within the existing stream bed of Flint Creek. The fill material may consist of earthen material, natural stream gravel, and retaining wall blocks. The work would be performed using conventional earth moving equipment.