20191252 Ver 1_B4635_Permit Drawings_20191209_20191216

Highway North Carolina Department of Transportation
r StOIIYlW 40
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN -.21.1^'
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 38446.1.2 TIP No.: B-4635 County(ies): SAMPSON Page 1 of 1
General Project Information
WBS Element: 38446.1.2 TIP Number: B-4635 I Project Type: Bridge Replacement Date: 2/26/2019
NCDOT Contact: Structures Management Unit/Dan Duffield PE Contractor/Designer: Steve Bondor
Address: 1020 Birch Ridge Drive Address: Dewberry
Room#16 2610 Wycliff Rd Suite 410
Raleigh NC 27610 Raleigh NC 27607
Phone: [phone] Phone: [phone]
Email:[e-mail] Email:[e-mail]
City/Town: County(ies): Sampson
River Basin(s): Cape Fear CAMA County? No
Wetlands within Project Limits? Yes
Project Description Milli
Project Length(lin.miles or feet): _ 0.3 mi Surrounding Land Use: Woods/Rural 1
M • Proposed Project Existing Site =
Project Built-Upon Area(ac.) 1.5 ac. 1.0 ac.
Typical Cross Section Description: 12'travel lanes with 8'-0"shoulders. 40'-0"clear roadway with 0.02 cross slope normal 0.02 cross slope with 11'travel lanes
crown. Detour-11'travel lanes with varying shoulders betweeen 4'-10'.
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 6104 Year:2039 Existing: 4184 Year: 2019
General Project Narrative: B-4635 involves replacement of existing bridge structure number 810009 on US 13 over South River in Sampson County. The existing bridge is overall in length 139'with
(Description of Minimization of Water reinforced concrete caps with timber piles with steel crutch bents. The proposed bridge is three span @55'with 36"girder bridge and 4'end bent caps. The proposed roadway
Quality Impacts) is comprised of 12'travel lanes with 8'-0"shoulders. 40'-0"clear roadway with 0.02 cross slope normal crown. The project also contains detour that has 11'travel lanes with
varying shoulder of 4-10'. The detour bridge will have vertical abutments and deck drains that will begin at station 16+30 spaced every 40'on center to 18+70 left. The
permanent drainage includes inlets on all four corners of the bridge that will discharge into the wetlands. The temporary drainage include 18"cross pipes to drain the runoff
between the proposed fill and temporary fill for the detour bridge.
Waterbody Information
Surface Water Body(1): South River Overlow NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Swamp Waters(Sw)
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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
(If yes,provide justification in the General Project Narrative) General Project Narrative)

0fl ,s,/
See Sheet 1A For Index of Sheets STATE OF NORTH CAROLIN 1 STATE STATE PROJECT REFERENCE NO. SHEET
ND. SHEETS
See Sheet 18 for Conventional Symbols N.C. B-4635 i
xt� � � �° (rLnib nA Sm °)n DIVISION OF HIGHWAYS
F o C
9TATR PRW.N0. P.A.PRW.N0. DPBCRIPTION
a 38446.1.2 P.E.
111
'� 38446.2.1 RAN
Fp 38446.3.1 CONST.
�, 95 7- .• PROJECT { SAMPSON CO UNTY
rn l LOCATION
CI` m*6 , r.. vp, LOCATION: REPLACE BRIDGE #9 OVER SOUTH PERMIT DRAWING
Imo ° IS
RIVER OVERFLOW ON US 13 SHEET 1 OF 12
/.,'1a°s ` w, Rd ��
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L� F' ; TYPE OF WORK: GRADING,DRAINAGE,PAVING AND STRUCTURE
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V a WETLAND AND SURFACE WATER IMPACTS PERMIT
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-L- POT STA 12+21.07 -L- POT Sta. 18+97.31 * -L- POT Sta.20+63.89 =-DETL- POT STA 26+35.00
=-DETL- POT STA 9+91.51
DOCUMENT NOT CONSIDERED FINAL
8 NCDOT CONTACT: DAVID STUTTS, PE UNLESS ALL SIGNATURES COMPLETED
il GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR NCDOT BY: HYDRAULICS ENGINEER
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2610 WYCLIFF ROAD
_� F�IT SUITE 410
ADT 2019 = 4,184 I Dewberry RALEIGN,NC 77607
C 50 25 0 50 100 ��.�, NCO COA9 No.F�0929 ® @J®G5 g'&
. I ADT 2039 = 6,104 LENGTH ROADWAY TIP PROJECT B-4635 = 0.364 MILES it''''''
�1 ' " K = 9 % 20I8 STANDARD SPECIFICATIONS �'pe
PLANS 0 LENGTH STRUCTURE TIP PROJECT B-4635 = 0.032 MILES P.E.
D = 60 /o w
° EMIWI
50 25 0 50 100 T = 19 % RIGHT OF WAY DATE: DENNIS J.MORY, P.E. SIGNATURE:
V = 60 MPH APRIL 3,2019 PROJECT ENGINEER ROADWAY DESIGN
TOTAL LENGTH TIP PROJECT B-4635 = 0.396 MILES ENGINEER ��� ��
> m PROFILE (HORIZONTAL) * TTST = 14 DUAL 5 �® ��®�
B in ai O 10 5 0 10 20 FUNC CLASS = MINOR LETTING DATE: ANNE MARIE PRIETO, P.E. a Tii•
DO PROJECT DESIGN ENGINEER
� C. ` � � �� �� ARTERIAL OCTOBER 15,2019
p m PROFILE (VERTICAL) REGIONAL TIER P.E.
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R:,=- Dewberry Nccon"o.roeze B-4635 8
to toROADWAY DESIGN HYDRAULICS
- ENGINEER ENGINEER
BRIDGE HYDRAULIC DATA PE IT D IdAVyI N G
S T6 0 - 12
DESIGN DISCHARGE = 6560 CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 118.1 FT
BASE DISCHARGE = 7820 CFS
BASE FREQUENCY = 100 YRS
BASE NW ELEVATION = /I9J FT
CUMOT
OVERTOPPING DISCHARGE= 500+ CFSIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII UNLESS ALL ENT SIN GNATURESCONSIDERED COMPLETEDFINAL
OVERTOPPING FREQUENCY= /9260 YRS _1
OVERTOPPING ELEVATION = 124.5 FT L
DATE OF SURVEY = 6/25/2018
BM #1
W.S.ELEVATION m
m -L- STA 23+45.41
AT DATE OF SURVEY = 110.4 FT m
m 121.21'RIGHT
ELEV.115.37'
RR SPIKE IN BASE OF 13" PINE
r
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VC = 300' VC = 300' VC = /80'
K = 23/ K = 158 K = 316
DS = .> 60 MPH DS = 60 MPH DS = .> 60 MPH
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70 = 70
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
WB L 15+85 TO 19+20 LT ROADWAY FILL 0.10 0.07
WA L 20+40 TO 23+53 LT ROADWAY FILL 0.08 0.07
WE L 14+09 TO 19+17 RT ROADWAY FILL 0.20 0.03 0.15
WE DETL 11+67 TO 16+66 RT TEMPORARY FILL 0.08 0.02 0.07
WF L 21+19 TO 23+37 RT ROADWAY FILL 0.02
WF DETL 20+00 TO 21+08 RT TEMPORARY FILL 0.06 0.03 0.02 100
WB L 19+20 LT/RT IMPERVIOUS DIKE 0.02 86
WA L 20+19 LT/RT IMPERVIOUS DIKE
TOTALS*: 0.41 0.14 0.03 0.31 0.10 0.04 0 186 0
*Rounded totals are sum of actual impacts
NOTES:
* Impervious dikes included due to the request of roadside environmental
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
12/6/2019
SAMPSON COUNTY
B-4635
38446.1.2
Revised 2018 Feb SHEET 18 OF 18