20191730 Ver 1_BR-0111_PermitDrawing_20191217

(Version 2.08; Released April 2018)
67111.1.1 TIP No.:BR-0111 County(ies):Edgecombe Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Yes
Design/Future:Year:2040 Existing:Year:
Aquatic T&E Species?No Comments:
Yes No
No
N/A
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)
ac.
Existing road consists of two 10' lanes with variable width grass shoulders.
882
[e-mail]
Project 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 Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
Tar-PamlicoBuffer Rules in Effect:
None
670
The proposed section consists of two 11' width lanes. Paved shoulders on bridge
approach a variable from 4.4' to 5.4'.
Waterbody Information
2019
NCDWR Stream Index No.:
67111.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
Existing drainage will be maintained. There will be no deck drains on the bridges. Bridge runoff will be intercepted outside of the bridge limits by drainage inlets and will be
discharged onto rip rap pads outside the buffer zones.
1223 Jones Franklin Rd.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Highway Division 4 Address:
General Project Information
BR-0111
WBS Element:
Bridge ReplacementWBS Element:
Wetherill Engineering, Inc. / Harminder Singh, PENCDOT Contact:
252-237-6164
Raleigh, NC 27606
Contractor / Designer:
919-851-8077
[e-mail]
Wilson, NC 27895
Address:
10/10/2019
EdgecombeN/A
Chad Coggins
509 Ward Blvd., PO Box 3165
River Basin(s):
City/Town:
1.5
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Rural, Wooded, Swampy
Swift Creek 28-78-(2.5)
1.1
0.44
Project Description
Proposed Project
Tar-Pamlico
None
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Wetlands within Project Limits?
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 -L- 16+30 to 17+30 100' Bridge 0.05 0.02 0.19 0.02
2 -L- 30+25 to 31+91 165' Bridge 0.03 0.01 0.18 0.03
3 -L- 35+08 to 36+72 165' Bridge < 0.01 < 0.01 0.05 0.03

TOTALS*:0.08 0.04 0.42 0.08 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 8 OF 17

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
EDGECOMBE CO.
11/13/2019

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
BR-0111