20191453 Ver 1_Permit_Drawings_2019-10-21_20191021

See Sheet 1A For Index of Sheets
See Sheet 1 B For Conventional Symbols
See Sheet RW02C- t For Survey Control Sheet
1103
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pe 10
VICINITY MAP
OFFSITE
DETOUR
BEGI
—L— F
STATE E OF NORTH C I" OLIN .
DIVISIONOF HIGHWAYS
BEAUFORT COUNTY
LOCATION: REPLACE BRIDGE NO.14 ON SR 1971
OVER BRANCH OF DURHAM CREEK
TYPE OF WORK: GRADING, DRAINAGE, STRUCTURE AND PAVING
PERMIT DRAWINGS
BEGIN BRIDGE END BRIDGE
—L— STA. 16+33.81 �—L— STA. 17+26.19
SR 1971 (DURHAM CREEK ROAD)
TQK . --- -- --- -1--•----�--
SR 1957
WHITLEY FARM RD.
T
Nq� 8
\011
4
END STATE PROJECT 17BP.2.R.95
—L— POC STA. 19 + 50.00
:
-- t— t i--
,4
19,36
SB ,ANvaot4 RO'
STATE
STATE PROIP.CT REPERENC6 NO.
BREET
NO.
TOTAL
SI@ETS
17BP.2.R.95
a'L+ PROl.N0.
.A.PROl.
OL+9CRIP]TON
17BP.2.R.95
NA
PE
17BP.2.R.95
NA
W, UTIL
17BP.2.R.95
NA
CONST.
PERMIT DRAWING
SHEET 1 OF 8
DOCMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared For:
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
50 25 0 50 100
ADT 2016 = 170
1000 Birch Ridge Dr., Raleigh NC, 27610
ADT 2040 = 280
V = 60 MPH
LENGTH ROADWAY STATE PROJECT 17BP.2.R.95 = 0.100 mile
BY,
`1[`GS TGS ENGINEERS
PX [phone]
ae XrLLsaoe2#0 sz.
sUTIE zoo CORP. LICENSE NO.:
C-0275
��
�y
o
PLANS
50 25 0 50 100
T = 6 %
LENGTH STRUCTURES STATE PROJECT 17BP.2.R.95 = 0.017 mile
RALEIGX, NC 2.
P.E.
SIGNATURE:
a
g
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH STATE PROJECT 17BP.2.R.95 = 0.117 mile
ROADWAY DESIGN
RIGHT OF WAY DATE:
JUNE 27, 2019
V. MARCUS LOWERY, PE
ENGINEER
1 Q
PROFILE (HORIZONTAL)
PROJECT ENGINEER
CLASS =
®� 8w����
10 5 0 10 20
LOCAL RURAL
SUB —REGIONAL TIER
LETTING DATE:
FEBRUARY 12, 2020
MICHFUNCT
L AMAN, PE
PE
SIGNATURE:
NCDOT D
CDOT II ISION 2 CONTACT
PROFILE (VERTICAL)

w� MMM
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i"RiliffAimili-i

%' -SU M� M
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WETLAND AND SURACE WATER IMPACTS 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)
-L- 15+61 to 15+95 RT
Permeant Utility Easement
< 0.01
-L- 17+45 to 18+51 RT
Permeant Utility Easement
0.02
TOTALS*:
0.02
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
-L- Sta. 16+32 - 16+48 LT
1 @40', 1 @50', 21 " CSU Bridge
x
15
5
20
-L- Sta. 15+45 - 16+52 RT
1 @40', 1 @50', 21 " CSU Bridge
x
1410
770
2180
-L- Sta. 17+04 - 17+64 RT
1 @40', 1 @50', 21" CSU Bridge
x
880
530
1410
TOTALS:
2305
1305
3610
NOTES:
Total Buffer Impacts = 0.08 Ac
sed 2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
SITE STATION BUFFERS
NO. (FROM/TO) ZONE 1 ZONE 2
(ft2) (ft2)
-L- 17+45 to 17+64 RT 0 40
TOTAL: 0 40
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/5/2019
BEAUFORT COUNTY
17BP.2.R.95
Revised 2018 Feb I SHEET 8 OF 8

Hi North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN dk
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.2.R.95 TIP No.: County(ies): Beaufort Page 1 of 2
General Project Information
WBS Element:
17BP.2.R.95 TIP Number: Project Type: Bridge Re lacement Date: 9/27/2018
NCDOT Contact:
William Galen G. Cail, PE
Contractor / Desi ner:
ITGS Engineers Ben Hene ar, PE
Address:
1020 Birch Ridge Road
Raleigh, 27610
I
Address:
706 Hillsborough Street
Suite 200
Raleigh, NC 27603
Phone:
919-707-6711
Phone:
919-773-8887 ext. 123
Email:
[e-mail]
Email:
bhene ar
t sen ineers.com
City/Town:
Bonnerton
Count ies :
Beaufort
River Basin(s):
Tar -Pamlico
I CAMA County?
Yes
Wetlands within Project Limits?
Yes
Project Descri lion
Project Length lin. miles or feet):
0.12 SurroundingLand Use: Rural Coastal Plain
AllilliM Proposed Project
Existing Site
Project Built -Upon Area ac.
0.4 ac.
0.3 ac.
Typical Cross Section Description:
Two 10' paved travel lanes with 2' paved shoulder.
Two 9' paved travel lanes with 3' grassed shoulder.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: Year:
Existing: Year:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Replacement of Bridge No. 060014 on SR 1971 (Durham Creek Rd) over Branch of Durham Creek in Beaufort County in Bonnerton, NC. The proposed 90' long by 30' wide
two -span bridge would replace the existing 61' long by 30' wide two -span bridge. The proposed grade will be about 1.5' above existing grade.
Bridge No. 060014 is within the Tar -Pamlico River Basin and shall adhere to the Tar -Pamlico Buffer Rules. The proposed bridge will have no direct discharge into Branch of
Durham Creek. Stormwater runoff from the south approach of the proposed bridge flows to two traffic bearing grated inlets on both sides of the roadway where it will be diffused
with a rip -rap pad at the outlet of the proposed pipe. The proposed deck runoff will outlet outside of buffers, treated by a grass swale before discharging into the stream as
diffuse flow.
Waterbody Information
Surface Water Body 1 : Branch of Durham Creek
NCDWR Stream Index No.:
29-21-3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Nutrient Sensitive Waters (NSW)
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
29-21-3
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?
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)

Hig hwa North Carolina Department of Transportation
gStormwatcr
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN A
(Version 2.04; Released November 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.2.R.95 TIP No.: County(ies): Beaufort Page 2 of 2
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water
Body
Base
Width
(ft)
Front
Slope
(1-1:1)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(Cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
4
-L- 17+13 RT
(1)Branch of
Durham
0.0
3.0
3.0
0.1
10
15
0.80 %
0.5
1.1
0.6
1.1
No
Yes
35.36308 /-76.86976
Additional Comments