HomeMy WebLinkAbout20190177 Ver 1_B-4828 SWMP_20190209k li�%I1��'ii�' North Carolina Department of Transportation ,�
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„ Highway Stormwater Program ��'
STORMWATER MANAGEMENT PLAN .i��•�-=�'��
(Version 2.08; Released April 2016) FOR NCDOT PROJECTS
WBS Element: TIP No.: B-4828 County(ies): Vance Page 1 of 1
General Project Information
WBS Element: TIP Number: B-4828 Project Type: Bridge Replacement Date: 1/4/2019
NCDOT Contact: Galen Cail Contractor / Desi ner: Reid B. Robol, PE
Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway
Raleigh, NC 27610 Suite 101
Ca , NC 27518
Phone: 919-707-6711 Phone: 919-557-0929
Email: cail ncdot. ov Email: rrobol vhb.com
Cit ITown: Count ies : Vance
River Basin s: Tar-Pamlico CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.265 Miles Surrounding Land Use: Forest, agricultural, and rural residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 1.4 ac. 1.2 ac.
Typical Cross Section Description: 2@ 10' lanes with 3' paved shoulders 2@ 9' lanes with 0.5' paved shoulders
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 840 Year: 2025 Existin : 420 Year: 2009
General Project Narrative: State project B-4828 involves the replacement of the existing NCDOT Bridge #900056 on SR 1526 over Sandy Creek. Bridge #900056 consists of 2@40.3' timber floor on steel
(Description of Minimization of Water girders with timeber caps and piles. The proposed bridge consists of 1@80', 1@45', 33" Box Beam with 4'-0" caps. The proposed crossing is located in Zone AE of FIRM Map
Quality Impacts) number 3720290200J and was studied by Limited Detailed methods. A stormwater outfall is proposed outside of buffer zone 2 and it is discharged into a Rip Rap ditch, which
will be utilized to dissipate the energy. There are steep ditches within the project limits that need rip rap to maintain the velocity of the water in the ditch. Existing ditches are
being covered up by the proposed roadway and in order to maintain drainage stability, proposed ditches run through the buffer zones. No deck drains are required for the
proposed bridge.
Waterbody Information
Surface Water Body (1): Sandy Creek NCDWR Stream Index No.: 28-78-1-(1)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: NSW:+
Other Stream Classification:
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Sandy Creek Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)