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-2021-00057 Public Notice

CESWT-RO
Published Feb. 8, 2021
Expiration date: 3/10/2021

Description of Work:

WEBBERS FALLS L&D #16 – REPAIR OUTLET CHANNEL: Work includes the mucking out of silt and other material from the outlet channel vicinity of the backfill drainpipe. The backfill drainpipe shall be cleared of all obstructions and returned to operating function. The area shall be returned to design grade. Work also consists of clearing and removal of existing vegetation debris with minimal earthwork grading along the Webbers Falls L&D #16 outlet channel east bank running approximately 695LF. 24-inch quarry run stone to be placed along slope in a manner that infills gaps and provides a consistent rocked slope from the top of the slope to the water’s edge, approximately 75FT of slope distance, while maintaining existing slope angle.

WEBBERS FALLS L&D #16 – REPAIR CHANNEL EROSION: Work shall consist of clearing and removal of existing vegetation debris with minimal earthwork grading along the Webbers Falls L&D #16 eastern shoreline running approximately 1,100 LF. Approximately 1,100 LF of 24-inch quarry run stone shall be placed along slope in a manner that infills gaps and provides a consistent rocked slope from the top of the slope to the water’s edge, approximately 75 FT of slope distance, while maintaining existing slope angle. Work includes the placement of stone in support cells from previously displaced stone.

CHOUTEAU L&D #17 – REPAIR EMBANKMENT: Work shall consist of clearing and removal of existing vegetation debris with earthwork grading along the Chouteau L&D #17 shoreline running approximately 1,225 LF. Approximately 1,225 LF of 24-inch quarry run stone shall be placed along the bank to the waters edge. Excavate slope if existing slope exceeds 1:1.5 slope to match section slope. Taper ends to meet and match existing grades if slope is in excess of 1:1.5. If end slopes exceed 1:1.5 use end detail provided in drawings (RE: C-401). 9-inch bedding stone and #57 stone to be placed along slope.

CHOUTEAU L&D #17 – REPLACE RIP RAP AND REPAIR SCOUR HOLES:
Work shall consist of clearing and removal of existing vegetation debris with minimal earthwork grading along the Chouteau L&D #17 eastern shoreline running approximately 275 LF. 24-inch quarry run stone shall be placed along slope in a manner that infills gaps and provides a consistent rocked slope from the top of the slope to the water’s edge, approximately 50 FT of slope distance, while maintaining existing slope angle.