HomeMy WebLinkAbout20190585 Ver 1_B4593 Permit Drawings_20190503k I1I1�t �iW North Carolina Department of Transportation
�ilill"ll Highway Stormwater Program s
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 38422.1.2 TIP No.: B-4593 County(ies): Pamlico Page 1 of 1
General Project Information
WBS Element:
38422.1.2 ITIP Number: B-4593 Project Type: Bride Replacement Date: 9/19/2018
NCDOT Contact:
Paul Atkinson, P.E.
Contractor / Desi ner:
Jason Patskoski, PhD, P.E.
Address:
NCDOT Hydraulics Unit
1020 Birch Ridge Drive
Address:
Summit Design and Engineering Services
100 East Six Forks Road, Suite 300
Raleigh, NC 27609
Phone:
919 707-6707
Phone:
919 322-0115
Email:
atkinson ncdot. ov
Email:
iason.12atskosLi@summitde.net
City/Town:
Merrit
Count kes :
Pamlico
River Basin(s):
Neuse
ICAMA County?
I Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.284 miles Surrounding Land Use: I Rural Area with Agricultural or Residential Land Uses, Coastal
Proposed Project
Existing Site
Project Built -Upon Area ac.
3.06 ac.
1.04 ac.
Typical Cross Section Description:
2 lane road with 12' travel lanes and 4' paved shoulder with total bridge length of 160 ft
and width of 34.58 ft
2 lane road with 12' travel lanes and no paved shoulder with total bridge length of
145.4 ft and width of 28 It
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 8600 Year: 2040
Existing: 5576 Year: 2019
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State Project 38422.1.2 involves the replacement of NCDOT Bridge 680038 on NC 55 over Trent Creek. The proposed bridge will maintain the existing level of service. The
proposed roadway fill slopes are 2:1 (which per geotechnical reccomendations are the steepest allowable) and are grassy. There are no deck drains over Trent Creek. There are
two proposed outlets on the beginning and end of the bridge left side to allow proper drainage for the bridge and minimize disturbance in the surrounding wetlands. Rip Rap
outlet pads will be utilized to dissipate the flow and minimize erosion. All piping is outletted beyond buffer zones. Rip rap toe protection has ben added to stabilize fill slopes as
needed. The detour bridge will utilize 2:1 fill slopes as well as a pile retaining wall in order to minimize wetland impacts.
Waterbody Information
Surface Water Body 1 : Trent Creek
NCDWR Stream Index No.:
27-150-(6)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class SC
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments:
NRTR Stream ID:
Trent Creek
Buffer Rules in Effect: Neuse
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
I No
(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)
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See Sheet lA For Index of Sheets
See Sheet 1B For Conventional Plon Sheet Symbols
See Sheet IC- 1 l-or Survey Control Sheet
I
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1315 Callisons
Callison Road
VICINITY MAP
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GRAPHIC SCALES
DESIGN DATA
ADT 2019 = 5576
50
25 0 50 1001ADT
2040 = 8600
K = 8 %
PLANS
D = 55 %
50
25 0 50 100
T = 9 %
V = MPH
50
VDET = 5 0 MPH
PROFILE (HORIZONTAL)
* TTST = 2% DUAL = 7%
10
5 0 10 20
FUNC CLASS =
'-
MAJOR COLLECTOR
REGIONAL TIER
PROFILE (VERTICAL)
STATE OF NOR°J['1H[ CAff8c01L,dNA
DIVdSION OF HIGHWAYS
PAMLICO COUNTY
LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE.
PERMIT DRAWINGS
STREAM AND WETLAND IMPACTS
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-4593 = 0.254 MILES
LENGTH STUCTURE TIP PROJECT B-4593 = 0.030 MILES
TOTAL LENGTH OF TIP PROJECT B-4593 = 0.284 MILES
NCDOT CONTACT: DAVID STUTTS, PE
Prepored In Me Office of:
Hillsborough, N
USUMNIT V ce:(919)732- 8838-8661
Fax: (919) 732-6776
DESIGN AND ENGINEERING SERVICE—Summitde.net
FIRM NO. P-0339
2018 STANDARD SPECIFICATIONS
BRANDON W. JOHNSON, PE
RIGHT OF WAY DATE:
PROJECT ENGINEER
FAITH E. JAHNKE, PE
NOVEMBER 1, 2018
LETTING DATE:
PROJECT DESIGN ENGINEER
MAY 21, 2019
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L = 123.64'
L = 59654'
T = 61.84'
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R = 1.840.00'
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SE = 04
SE = 04
RO = 96'
RO = 96'
PROJECT REFERENCE NO. NO.
B-4593 _SHEET
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Temp
Fill In
Wetlands
(ac)
Permanent
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
12+25 to 22+37 -L- LT
Roadway Fill Slope
< 0.01
0.10
1
11+24 to 22+76 -L- RT
Roadway Fill Slope
0.09
0.04
1
15+97 to 16+28 -L- LT
Rip Rap
< 0.01 *
8.00
1
11+12 to 22+04 -L DET RT
Detour Fill Slope
0.15
0.18
TOTALS*:
0.15
0.09
0.00
0.00
0.32
< 0.01 *
0.00
8.00
0.00
0.00
**Rounded totals are sum of actual impacts**
NOTES:
0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures.
>0.01 acre of Permanent Surface water impacts due to bents
*Permanent SW impacts = 143 sf