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HomeMy WebLinkAbout20130918 Ver 6_Draft Modification Letter for U-2525B_20160224i; :'� Transportatfon January 15, 2016 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of the Neuse Road, Suite 120 Raleigh, NC 27609 Attention: Mr. David Bailey PAT McCRORY Covernor NICHOLASJ.TENNYSON Secremry Subject: Request for modification to repair and stabilize bank on North Buffalo Creek stream adjacent to the temporary crossing near Rankin Mill Road in Guilford County on TIP Number U-2525B , WBS No. 34821.1.1 Division Seven USACE Action ID No. SAW 2005-21386 The North Carolina Department of Transportation (NCDOT) is currently in the process of constructing a four/six-lane divided facility on new location extending from the US 70 relocation to SR 2303 (Lawndale Drive) in Greensboro, Guilford County, North Carolina. The project involves several crossings of streams and tributaries. Construction of the permanent crossing near Rankin Mill Road required a temporary crossing for which a modification was received on March 12, 2015. Likely due to several overtopping events at the temporary crossing, severe bank erosion has occurred on the downstream side of the temporary crossing. Compounding this problem, is a wetland located less than twenty feet from the eroding bank. Considering the rapid rate of bank erosion and the proximity of the adjacent wetland, NCDOT is proposing to restore the eroded bank by placing large riprap in the eroded area to help armor the bank against future high flow events and to prevent further bank erosion. Repair of the bank will involve the placement of Class VII material (at least 50% of rock with diameter of 1.5 to 3 ft, 40% with diameter of 2 inches to 1.5 ft and not more than 10% with less than 2 inches in diameter ) placed at a 1.5 to 1.0 slope along the eroded bank. Larger rock will placed at the bottom to better anchor the project with smaller rocic used at the top and to fill in gaps. The height of the riprap from toe of slope will be approximately eleven feet and the linear width along the �Nothing Compares��._. Siate ofNorth Cazolina � Depazhneu[ of TmnspoMdon � Division ofHig6ways, Division 9 RigM1t of Way I I01 E. Wendover Ave. Suite 20Q G�eensbaro, NC 27405� P. O. Boz 14996, Greenslwro, NC 27415-499G 336334-3515 Transportation PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary stream will be approximately fifty five feet. Heavy machinery will access the proposed area of work from the landward side of the stream with no proposed work in the actual stream. Approved temporary matting will be utilized in all portions of the wetiand that may be crossed by the heavy machinery with an emphasis on impacting as little of the wetland as possible. The proposed work wili result in 605 square feet of permanent impacts for bank stabilization along North Buffalo Creek and approximately 2000 square feet of temporary impacts to the adjacent wetlands. Impacts within the buffer have already been accounted for in the original permit. The length of time expected to complete the project is three to five days. Application is hereby made for a modification to the Department of the Army Section 404 Nationwide Permits and NCDENR-DWQ Section 401 Water Quality Certification (WQC). We are submitting drawings showing the amount of impacts and outlining the amount of impacts. The NCDOT will comply with all applicable NWP and WQC conditions and utilize Best Management Practices during the construction and removal of the project. If you have any questions or need additional information, please contact Jerry Parker at (336) 256-2063. cc: NCDENR-DWQ Raleigh Dave Wanucha, NCDENR-DWQ Winston-Salem Jerry Parker, NCDOT Barry Harrington, NCDOT Brian Smith, NCDOT PDEA,NCDOT �Nothing Compares�� Stale o£NoM Caralina � Deparimeut oFTraosportation � Division ofHig6ways, Division 7 Right of Way I101 E. Weudover Ave. Suita 200, Cnee�sborq NC 27405) P. O. Box 14996, Gaensborq NC 274I5-0996 3363343575 NOTE: SEE CROSS-SECTiONS A7Jp RDADYfAY SiANOFRD ORA\ . � " ' SFO. NO, 865.02, SHEE! 2 FOF SPECIAL MEUNN GRAO�P SFE SHEET Y-P FOR BRIDGF SKETCH ' SEE SHEE! d4 FOR -L- PROFI[E. SEE SHEETS 5-173 )FiAU 5-293 FOR STRUCTURE