20141169 All Versions_Permit Drawings_20130603

North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN

(Version 1.2; Released July 2012)FOR LINEAR ROADWAY PROJECTS
Project/TIP No.:
R-2514CCounty(ies):JONES Page 1of 1
General Project Information
Project No.:Project Type:Date:
R-2514CRoadway Widening6/3/2013
NCDOT Contact:Contractor / Designer:
Paul Atkinson, PEBrook Anderson, PE.
Address:Address:
Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610Hydraulics Unit, 1020 Birch ridge Dr., Raleigh, NC 27610
Phone:Phone:
919-707-6707919-707-6706
Email:Email:
[e-mail]@ncdot.gov
City/Town:County(ies):
From North of Maysville to South of PollocksvilleJONES
CAMA County?
River Basin(s):
NeuseWhite OakNo
Primary Receiving Water: NCDWQ Stream Index No.:
White Oak River, Mill Creek, & Goshen BranchWhite Oak R. 20-(1); Mill Cr. 27-101-26; Goshen Br. 27-101-25
Primary:
White Oak River: Class C
NCDWQ Surface Water Classification for Primary Receiving Water
Supplemental:
Mill Creek & Goshen Branch:Class C, Sw, NSW
Other Stream Classification:
303(d) Impairments:
Buffer Rules in Effect
Neuse Buffer Rules apply to the the portion of the project (approximately the northern 2/3's of the project)
Project Description
Primarily agricultural and forested with some rural residential development along roadways.
Project Length (lin. Miles or feet): Surrounding Land Use:
5.492 miles
Proposed ProjectExisting Site
Project Built-Upon Area (ac.)
ac.ac.
Typical Cross Section Description: 2-12' travel lanes in each direction with a 12' outside shoulder, 10' inside shoulder, and 2-12' travel lanes with a 2' paved shoulder on each side
for a total pavement width of
34' grassed median. Total pavement width is 76'.28'+/-. (Typ.)

Average Daily Traffic (veh/hr/day):
Design/Future:17700 (ADT 2035)Existing:12000 (ADT 2015)
General Project Narrative:The proposed project will upgrade US 17 to expressway standards. The proposed typical for US 17 consist of 2-12' travel lanes in each direction with 10' outside
paved
shoulder widths and 4' inside paved shoulder widths. An additional 2' wide grassed shoulder is provided on both the inside and outside shoulders with a 34' wide (from
shoulder point to shoulder point) grassed median. A wildlife crossing consisting of dual bridges will also be constructed as part of this project. There are no named
jurisidictional streams impacted by this project. The primary downstream receiving waters are White Oak River in the White Oak River Basin and Goshen Branch and Mill
Creek in the Neuse River Basin. Wetland and stream impacts throughout the project were minimized to the maximum extent practical by keeping fill slopes as steep as
possible and existing drainage patterns were maintained to the maximum extent practical. Pipes and culverts will be constructed with buried inverts as required. Where
possible runoff is maintained as sheetflow and treated by grassy surfaces. The use of rip rap was minimized and limited to those areas that needed additional protection from
erosion.
References

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTSSURFACE WATER IMPACTS
CAMA404 Hand Existing Existing
PermanentPermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
SiteStationStructureFill InFill InFill Inin Clearingin SW SWImpactsImpactsStream
No.(From/To)Size / TypeWetlandsWetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- STA 10+00 TOROADWAY3.620.43<0.01
-L- STA 10+36
2 -L- STA 21+50 RTROADWAY0.090.04
3 -L- STA 24+00 LT18" RCP<0.010.040.02
4 -L- STA 22+95 RT TOROADWAY6.821.43
-L- STA 84+82 RT
4 -L- STA 30+11 LTROADWAY<0.01
5 -L- STA 24+30 LTROADWAY0.030.110.11
6 -L- STA 62+27 LT TOROADWAY<0.010.03<0.01
-L- STA 84+82 LT
7 -L- STA 76+79 LT TOROADWAY0.260.020.08
-L- STA 82+96 RT
8 -L- STA 87+00 RTROADWAY0.640.09
9 -L- STA 90+56 TOROADWAY0.890.17
-L- STA 97+96
10 -L- STA 99+50 RT TOBRIDGE0.950.15
-L- STA 105+79 RT
11 -L- STA 106+50 LTROADWAY<0.010.03
12 -L- STA 118+16 RT TOROADWAY0.450.05
-L- STA 124+70 RT
*SUBTOTALS THIS SHEET:0.0013.750.000.182.62<0.010.000.00000
NOTES: * Totals may not match sum of individual impacts due to rounding.
N.C.D.O.T.
DIVISION OF HIGHWAYS
JONES COUNTY
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
SHEET 61 OF 62 (06/04/2013)

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTSSURFACE WATER IMPACTS
CAMA404 Hand Existing Existing
PermanentPermanentTemp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
SiteStationStructureFill InFill InFill Inin Clearingin SW SWImpactsImpactsStream
No.(From/To)Size / TypeWetlandsWetlandsWetlands Wetlandsin Wetlands WetlandsimpactsimpactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
13 -L- STA 127+87 TOROADWAY0.34<0.010.11
-L- STA 131+32
14 -L- STA 133+26 RT TOROADWAY1.520.41
-L- STA 151+44 RT
15 -L- STA 143+74 LT TOROADWAY0.050.150.09
-L- STA 151+54 LT
16 -L- STA 159+00 TOROADWAY0.510.060.16
-L- STA 164+07
17 -L- STA 172+5054" RCP0.01<0.01<0.010.01109
18 -L- STA 180+50 LTROADWAY0.02<0.0113220
19 -L- STA 194+89BANK STABILIZATION<0.0150
-L- STA 195+0042" RCP0.01105
20 -L- STA 256+16 TOROADWAY &1.580.20
-L- STA 262+252-30" RCP
21 -L- STA 269+40ROADWAY0.230.02
22 -LBUS- STA 19+40 RT48" RCP0.020.013210
23 -DRV1- STA 18+60 LTROADWAY0.010.02
*SUBTOTALS THIS SHEET:0.004.240.000.231.000.000.060.01428300
*SUBTOTALS SHEET 1:0.0013.750.000.182.62<0.010.000.000.000.000.00
*TOTALS:0.0017.990.000.413.62<0.010.060.01428300
NOTES: *
Totals may not match sum of individual impacts due to rounding.
N.C.D.O.T.
DIVISION OF HIGHWAYS
JONES COUNTY
PROJECT: 34442.1.4 (R-2514C)
US 17 FROM NORTH OF MAYSVILLE TO
SOUTH OF NC 58 NEAR POLLOCKSVILLE
SHEET 62 OF 62 (06/04/2013)