20191386 Ver 1_Br-0116_Permit Drawings_20191010

f lif7V1'F?V North Carolina Department of Transportation
..... Highway Stormwater Program •� -
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: TIP No.: BR-0116 County(ies): Nash Page 1 of 1
General Project Information
WBS Element:
ITIP Number: BR-0116 Project Type: Bridge Replacement Date: 3/20/2019
NCDOT Contact:
Chad Coggins
Contractor / Designer:
Wetherill Engineering, Inc. / Jim Davis, PE
Address:
Highway Divison 4
509 Ward Blvd, PO BOX 3165
Wilson, NC 27895
Address:
1223 Jones Franklin Rd.
Raleigh, NC 27606
Phone:
252-237-6164
Phone:
919-851-8077
Email:
ccoggins(cilncdot.qoy
Email:
Idavis(a)wetherilleng.com
City/Town:
N/A
County(ies):
Nash
River Basin(s):
Tar -Pamlico
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.018 mi. Surrounding Land Use: Rural / Agricultural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.316 ac.
0.232 ac.
Typical Cross Section Description:
The proposed section consists of two lanes 10' in width . Full depth paved shoulders 6'-
5" to T-5" will be constructed at bridge approach guardrail locations. Minimum T-0"
grassed shoulders will be provided for remaining lengthof roadway improvement.
Existing road consists of two lanes with variable lane widths of 8.3' to 9.2'. Variable
width grassed shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 310 Year: 2019
Existing: Year:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Existing drainage flow patterns will be maintained. There will be no deck drains on the bridge. Bridge runoff will be intercepted at the downgrade end by drainage inlets and will
be discharged onto a rip rap pad outside of Buffer Zone 2.
Waterbody Information
Surface Water Body (1): Gideon Swamp
NCDWR Stream Index No.:
28-78-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Waters (ORW)
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
Yes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
INo
I (If yes, provide justification in the General Project Narrative)
I
(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)

W
O
See Sheet I -A For Index of Sheets
See Sheet I-B For Conventloncl Symbols
See Sheet IC- I TO IC-2 For Survey Control Sheets
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OFF -SITE DETOUR
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
NAS.&T-Ar COUNTY
LOCATION: BRIDGE NO. 630080 OVER GIDEON SWAMP
ON SR 1403 (COOPER RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND AND SURFACE WATER
IMPACTS PERMIT
iygq\ SITE 1
BE I BRIDGE
-L- STA. 15+61.50
BEGIN NCDOT PROJECT BR-0116
TO S
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2019 = 310
T = 6 % *
V = 55 MPH
(TTST = 3%Q +
DUAL =3%Q)
FUNC CLASS =
RURAL LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY PROJECT BR-0116 = 0.079 MILES
LENGTH STRUCTURE PROJECT BR-0116 = 0.020 MILES
TOTAL LENGTH PROJECT BR-0116 = 0.099 MILES
NCDOT CONTACT. • DAVID STUTTS, PE
PROJECT ENGINEER - PEEPROGRAM MGT.
_U
SR _1403 (COOPER RD)
TO 743
I
I END NCDOT PROJECT BR-0116
-L— FOT�)TA. 18 + 5.00
DIVISION OF HIGHWAYS
STRUCTURES MANAGMENT UNIT
1000 BIRCH RIDGE DRIVE RALEIGH NC, 27610
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE
PROJECT ENGINEER
APRIL 3, 2019
LETTING DATE: GREG S. PURVIS, PE
OCTOBER 3, 2019 PROJECT DESIGN ENGINEER
9TATR PRaIECn RRFeRHNCe N0. �N0.
BR-0116
8TAT8 PROI. NO. A.APAOS.NQ DH80R@TION
67116.1.1 1 PE
1223 Jones Franklin Rd.
e Raleigh, N.C. 27606
ETHERILL License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GISIGPS - CONSTRUCTION OBSERVATION
BRIDGE #630080
PERMIT DRAWING
SHEET 1 OF 4
INCOMPLETE PLANS
W NOT USE FOR R®W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.

mal

Finn

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
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
'-L- 15+00 to 17+00
Fill slope/ROW
< 0.01
35
TOTALS*:
< 0.01
0
35
0
*Rounded totals are sum of actual impacts
NOTES: Hand Clearing = 110 sq ft