20191453 Ver 1_Permit_Drawings_2019-12-10_20191216

• •
W
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventionol Symbols
See Sheet RW02C-1 For Survey Control Sheet
1103
Maul's
Pt. Rd QOf cek
p4 172j1C0
River
111
Mnuth o
1 r Rd. wa urch k {
Ware Creek
er School
vv
St. Francis 1100
1100
afi Church S. FI
0
4 Swa Rd.
�
y m
11 i 1104 1932
H g r ahet PROJECT
Chapel
1956 Dunham
n Rd caress
11 hapai LOCATION
Creek >'
Nevil Rd.
. Flat
CRd reek Cr ford
mp R
Cox's
ssroads
rha
®
cej
t
o
u
r ,
1954 n erton
Smyma
C hum,
To en t J hn'
ch
sh �
Church f.95 uroh Satib
atidn 33
yOR�LY Rd.
rn
R
phaer,ia
nape
ey
Cerne ry
93 1936
murpph
churrn 1y,,4y `
urh onnerton
Cre onRd.
St. k
`
1100 P`
C rch
S. Flat `
r
Swamp Rd
rNO sepe w-
VICINITY MAP
--�-�-�- OFFSITE
DETOUR
GRAPHIC SCALES
DESIGN
DATA
ADT 2016 =
170
50 25 0 50 100
ADT 2040 =
280
V =
60 MPH
PLANS
T =
6 /o
50 25 0 50 100
kI4II
PROFILE (HORIZONTAL)
FUNCT CLASSI
=
10 5 0 10 20
114 j 1
LOCAL RURAL
PROFILE (VERTICAL)
SUB REGIONAL
TIER
BEGI
-L- I
STATE OF NORTH CARO1L INA
DIVISION OF HIGHWAYS
BEA UFOR T COUNTY
LOCATION: REPLACE BRIDGE NO.14 ON SR 1971
OVER BRANCH OF DURHAM CREEK
TYPE OF WORK: GRADING, DRAINAGE, STRUCTURE AND PAVING
SR 1971 (DURHAM CREEK
TO SR 1957
WHITLEY FARM RD.
PERMIT DRAWINGS
DECEMBER 101 2019
BEGIN BRIDGE END BRIDGE
—L— STA. 16+33.81 ��� —L— STA. 17+26.19
Y Y •
- - - - - - - -
Y Y T�` » Y YYYYYY YY Y Y -Y,
PROJECT LENGTH
LENGTH ROADWAY STATE PROJECT 17BP.2.R.95 — 0.100 mile
LENGTH STRUCTURES STATE PROJECT 17BP.2.R.95 = 0.017 mile
TOTAL LENGTH STATE PROJECT 17BP.2.R.95 = 0.117 mile
\ NAp 8
\011
4
END STATE PROJECT 17BP.2.R.95
-L- POC STA. 19 + 50.00
'fSO51 6
O
BONNERTN R0
01 Prepared For:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
1 GS TGS ENGINEERS BY:
706 HILLSBOROUGN ST.
PH (979) 737�887
SUITE zoo
CORP. LICENSE N7
RALEIGN, NC 27603
C-0275
2018 STANDARD SPECIFICATIONS
V. MARCUS LOWERY, PE_
RIGHT OF WAY DATE:
JUNE 27, 2019
PROJECT ENGINEER
MICHAEL C. AMAN, PE —
LETTING DATE.
NCDOT DIVISION 2 CONTACT
APRIL 22, 2020
61'ATR
BTA'I8 PRa1RCr RRPPA6NG8 NQ
SNp.T
SH86Ta
N.C.
17BP.2.R.95
8TA- PROA NU
P.A.PRaAND.
OYCRIP110N
17BP.2.R.95
NA
PE
17BP.2.R.95
NA
RrW, UTIL
17BP.2.R.95
NA
CONST.
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
PERMIT DRAWING
SHEET 1 OF 8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

i'i'lliffAimr,iii

i"RiliffAimili-i

%' -SU M� M
� ffmfl

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Impact
Description
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+50 to 15+89 RT
Fill in Wetland (404)
< 0.01
-L- 15+51 to 16+49 RT
Hand Clearing in Wetland (404)
0.04
-L- 16+45 to 16+52 RT
Hand Clearing in Wetland (CAMA)
< 0.01
-L- 17+03 to 17+07 RT
Excavation in Wetland (404)
< 0.01
-L- 17+03 to 17+52 RT
Hand Clearing in Wetland (404)
< 0.01
-L- 17+81 to 17+86 RT
Excavation in Wetland (404)
< 0.01
-L- 17+68 to 18+67 RT
Hand Clearing in Wetland (404)
0.02
-L- 18+43 to 18+46 RT
Excavation in Wetland (404)
< 0.01
TOTALS*:
< 0.01
< 0.01
0.08
*Rounded totals are sum of actual impacts
NOTES:
1) 404 wetland total permanent impacts = 83 sf (<0.01 acres, 53 sf permanent fill, 30 sf excavation)
2) CAMA wetalnd total permanent impacts = 0 sf
3) <0.01 acres of temporary fill in wetlands in the hand clearing areas for erosion control measures.
sed 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- 15+59 to 16+52 RT
1023 503
-L- 17+04 to 17+52 RT
359 31
TOTAL:
1382 534
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/10/19
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
(Version 2.04; Released November 2015) ]1&;FOR NCDOT PROJECTS 14
WBS Element: 17BP.2.R.95 TIP No.: County(ies): Beaufort Page 1 of 2
General Project Information
WBS Element:
17BP.2.R.95 ITIP Number: Project Type: Bride Replacement Date: 12/10/2019
NCDOT Contact:
Michael Aman, PE
Contractor / Desi ner:
ITGS Engineers Ben Hene ar, PE
Address:
1037 W.H. Smith Blvd
Greenville, NC 27835
I
Address:
706 Hillsborough Street
Suite 200
Raleigh, NC 27603
Phone:
252-439-2812
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 Description
Project Length (lin. miles or feet):
0.12 Surrounding Land Use: lRural Coastal Plain
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 wetland.
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
I 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+70 RT
(1)Branch of
Durham
0.0
3.0
3.0
0.1
10
20
0.36 %
0.5
0.7
0.6
0.8
No
No
35.362840 /-76.869754
Additional Comments