20200601 Ver 1_B-6008_Permit_Wetland_20200318_20200507

(Version 2.08; Released April 2018)
48202.3.1 TIP No.:B-6008 County(ies):Bladen Page 1 of 1
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
No
Design: Year:2019 Existing: Year:
Aquatic T&E Species?No Comments:
Yes No
No
Wetlands within Project Limits?
Swamp Waters (Sw) Supplemental Classification:
Agricultural
Kelly Canal 18-68-22-1-1
1.0
0.05
Project Description
Proposed Project
Cape FearRiver Basin(s):
City/Town:
1.0
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Address:
3/18/2020
Bladen
David Stark, PE
Raleigh, North Carolina 2760
WBS Element:
Bridge ReplacementWBS Element:
Kisinger Campo & AssociatesNCDOT Contact:
[phone]
Suite 1500
Raleigh, NC 27604
Contractor / Designer:
[phone]
301 Fayettville St.,
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1000 Birch Ridge Drive Address:
General Project Information
B-600848202.3.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
State project 48202.3.1 will consist of replacing the structurally deficient NCDOT bridge #080198 on SR 1536 over Kelly Canal. The proposed replacement structure is a 1-span
(1@65’) 24” PCCS with 2.5’ caps with an out-to-out deck width of 18’ which will replace the existing 3-span (1@17'-8", 1@17'-1”, 1@16'-8"). Roadway fill slopes will vary
between 3:1 and 4:1 and will all be grassy to encourage a diffuse flow pattern and passive stormwater treatment. Stormwater runoff from the bridge and approach slabs will be
collected by concrete flumes where it will discharge to rip rap dissipator pads then drain overland to Kelly Canal. There are no wetlands present for this project.
N/ABuffer Rules in Effect:N/A
None
40
The proposed typical section on either side of the bridge will be normal crown (cross
slope of 0.025), and consist of two lanes varying between 4.25' to 8' with 3' unpaved
shoulder and 3:1 or flatter side slopes to existing ground with the exception of around the
bridge opening.
Waterbody Information
2019
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
Existing roadways consists of 8' wide gravel road, with grass shoulders.
40
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Deck 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)
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 12+94.7/13+21.5 Proposed Slope Protection < 0.01 50

TOTALS*: < 0.01 0 50 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 8 OF 8
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Robeson
B-6007
482023.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1/8/2020
Site 1: Temp SW Impacts = 218 S.F.