20200174 Ver 1_B-5534_Permit Drawings_20200304

(Version 2.08; Released April 2018)
55034.1.1 TIP No.:B-5534 County(ies):Duplin 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.
Number of Spans: 2
Span Arrangement: 32'3
Bridge Length: 65'
7600
[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
N/ABuffer Rules in Effect:
None
6100
2 @ 12' wide lanes w/ 8' paved shoulders and 6:1 side slopes Number of
Spans: 3 Span
Arrangement: 30', 50', 25', 36" GIRDER DECK w/ 4' caps and 90 skew
Bridge Length: 105'
Waterbody Information
2020
NCDWR Stream Index No.:
55034.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The bridge replacement on NC 11/111 conveys Burn Coat Creek from North to South and ultimately drains into the Northeast Cape Fear River.
The existing bridge, overall length OAL = 65' and width 30’ will be replaced with a bridge having an OAL = 105’ and width = 30’. The new bridge is longer than the existing bridge
to accommodate the spatial difference between the previous bridge location to the new location.The proposed bridge and roadway improvements minimized the existing
overtopping condition and maintain a minimal transition between existing and new roadway.
Runoff from the bridge is captured on the low side of the bridge in shoulder berm gutter and traffic bearing 1 Gl's on either side of the road. The 18" pipe systems are designed
to outfall (with rip rap outlet protection) outside of buffer zones 1 and 2.
Burn Coat Creek is a FEMA stream that is shown on Flood Insurance Rate Map (FIRM) panel 370254-2563-K, dated 06/20/2018. A hydraulic analysis on Burn Coat Creek was
performed to assess the potential flood level increases associated with this project. Based on this analysis, the proposed bridge replacement project was shown to have a
maximum base flood level increase of 0.1' after the bridge and a maximum decrease in base flood elevation of 0.1' before the bridge. This project qualifies for an MOA Type 2d.
Additionally, rock platting has been used on slopes of 1.5:1 to prevent increased impacts to the existing wetlands.
421 Fayetteville Street
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Highway Division 3 Address:
General Project Information
B-5534
WBS Element:
Bridge ReplacementWBS Element:
Kimley-HornNCDOT Contact:
[phone]
Suite #600
Raleigh, NC, 27601
Contractor / Designer:
[phone]
[e-mail]
Castle Hayne, NC, 28429
Address:
9/30/2019
DuplinPink Hill
Mason Herndon
5501 Barbados Blvd.
River Basin(s):
City/Town:
0.9
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
Rural/Coastal
Burn Coat Creek 18-74-17
0.9
.303 miles
Project Description
Proposed Project
Cape Fear
None
Supplemental Classification:Swamp Waters (SW)
Wetlands within Project Limits?
Revised 3/4/2020
Revised 3/4/2020
Revised 3/4/2020
Revised 3/4/2020
Revised 3/4/2020
Revised 3/4/2020
Revised 3/4/2020
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 15+87.74 to 25+10.60 105' BRIDGE 0.87 < 0.01 0.12 0.11 0.02 52
TOTALS*:0.87 < 0.01 0.12 0.11 0.02 0 52 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 7 OF 7
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Duplin County
B-5534
55034.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2/27/2020
Revised 3/4/2020