U-5878_Permit_Drawings_2021-11-05

(Version 2.08; Released April 2018)44694.1.1TIP No.:U-5878County(ies):Onslow Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2041Existing:Year:Aquatic T&E Species?NoComments:NoN/AN/AN/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)[e-mail] Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class SCNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:None19002 - 12' Lanes Curb & Gutter w/ 5' Sidewalks (LT & RT)Waterbody Information2021NCDWR Stream Index No.:44694.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The project consists of a roadway extension of Commerce Road from Fairway Road to Piney Green Road (SR 1406) at Country Club Drive. The proposed stormwater runoff from the roadway widening has been conveyed to storm drainage systems and roadside ditches that drain to existing outfalls. Existing drainge patterns have been maintained as close as possible.7500 East Independence Blvd., Suite 100North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1020 Birch Ridge DriveAddress:General Project InformationU-5878WBS Element:New LocationWBS Element:NV5 / David Bocker, PENCDOT Contact:919-707-6738Charlotte, NC 28227Contractor / Designer:[e-mail]:11/5/2021OnslowJon Moore, PERaleigh, NC 27610River Basin(s): City/Town:1.7Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesCommercial/Business towards south & rural/wooded/agriculture to the northSandy Run Branch19-10-10.70.26Project DescriptionProposed ProjectWhite OakSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?SUBMITTED 12/13/21
(Version 2.08; Released April 2018)TIP No.:U-5878County(ies):Onslow Page 2of2Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyRiprap TypeDrainage Area(ac)Conveyance Structure-L- 21+17 RTStr# 0518Preformed Scour Holes and Energy Dissipators1.2WBS Element:5Highway Stormwater ProgramAdditional CommentsNorth Carolina Department of TransportationV10(fps)Energy Dissipator TypeRiprap Energy Dissipator BasinSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSBMP Associated w/ Buffer Rules?Pipe2.9Class 'B'Q10(cfs)Pipe/Structure Dimensions(in)11.7N/A18* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.SUBMITTED 12/13/21
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HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac)(ac) (ac) (ac) (ac) (ft) (ft) (ft)SITE #1-L- 21+10/22+20Roadway Fill &1 @ 12' x 8' RCBC0.2520.0320.02296SITE #1-L- 21+10/22+20Bank Stabilization0.0240.023 0.007 98 28SITE #2-L- 14+30/16+00Roadway Fill &2 @ 11' x 7' RCBC0.00885SITE #2-L- 14+30/16+00Bank Stabilization0.010 0.002 110 19TOTALS:0.252 0.000 0.000 0.056 0.000 0.063 0.008 389 47 0NOTES:Revised 2013 10 24SHEET 9OF 911/5/2021ONSLOW COUNTYNC DEPARTMENT OF TRANSPORTATION44694.1.1 (U-5878) WETLAND PERMIT IMPACT SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYSSUBMITTED 12/13/21