20200469 Ver 1_B-5639_Permit Package Wetland_20200415_20200420

Revised 4/20/20
H i hwa North Carolina Department of Transportation t
�Stormwater o;
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN —
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 45594.1.1 TIP No.: B-5639 County(ies): Duplin Page 1 of 1
General Project Information
WBS Element:
45594.1.1 ITIP Number: B-5639 Project Type: Bridge Replacement Date: 9/17/2019
NCDOT Contact:
Jacquelyn Bowles, PE
Contractor / Desi ner:
Sun ate Design Group, P.A. / Josh Dalton, PE
Address:
1000 Birch Ridge Dr.
Raleigh, NC 27610
Address:
905 Jones Franklin Rd.
Raleigh, NC 27606
Phone:
919-707-6559
Phone:
919-710-8333
Email:
jkbowles(?a.ncdot.gov
Email:
idaltontbD.sungatedesign.com
City/Town:
Count ies :
Du lin
River Basin(s):
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.33 Surrounding Land Use: IRural
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.7 ac.
0.5 ac.
Typical Cross Section Description:
Paved 12' lanes with 8' shoulder section (11' shoulder with GR, 2' paved)
Paved 11' lanes with variable grass shoulder section
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 3200 Year: 2040
Existing: 2617 Year: 2020
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
NCDOT Highway Division 3 proposes to replace Bridge #036 on NC 11 over Maxwell Creek. The existing structure is 2@52' steel 1-beams on concrete vertical abutments with
asphalt on concrete deck. The proposed structure is 1@55', 1@60, and 1@55' 24" cored slab with 4' end bent caps. Existing drainage patterns have been maintained to the
extent practical, and rip rap will be used at all drainage outlets to dissipate energy and reduce erosion.
Waterbody Information
Surface Water Body (1): Maxwell Creek
NCDWR Stream Index No.:
18-74-24-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
None
Impairments:
fecal coliform
mercury H
Aquatic T&E Species?
Yes Comments: Unresolved per NRTR dated October 2016
NRTR Stream ID:
Maxwell Creek
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? N/A
Dissi ator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
IN2
(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) I

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See Sheet lA For Index Sheets
STATE OIF NORTH CAROL INA
z6
T TIETEATL
R PROJECT REFERENCE . No F.
See Sheet 98 For Conventionn al Symbols
�
B-53 �
1921 11 1958
DIVISION OFHIIGII� WAYS
TR PROl.N0.
R A.PROl. _ NO. OE9CRIPTION
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1957 1737
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grown Town
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DV/T PLI NCOUNTY
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_
B-5639 of 1141
PROJECT° 1955
y�
LIMITS
LOCATION. BRIDGE NO.36 OVER MAXWELL CREEK
PERMIT DRAWING
MI
dead Rd.
ON NC 11 (CLODFELTER ROAD)
SHEET 1 OF 17
W
1141 c� '
1918 y ocv
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
1141
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WETLAND AND SURFACE WATER IMPACTS
PERMIT
VICINITY MAP
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4 &
SITE 3
SITE 2
5 &
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2 B-1
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BEGIN B IDGE2
B
-L- POT TA.22+68.75 END BRIDGE
END TIP PROJECT B-5639
—L— POT STA.24+41.25
—L— POT STA. 32+25.00
BEGIN TIP PROJECT B-5639
—L— POT STA. 14+90.00
NC 1
TO REGISTER
_ TO SR 1912
---
BEGIN DETOUR B-5639
BEGIN
BRIDGE END BRIDG
END DETOUR B-5639
—L DET— POC STA. 10+26.46
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+/ _L DET— POC STA. 26+54.80
—L— STA. 15 + 06.95
/
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SITE 1
SITE 5
�IMPSON 5640 DIIIard Drive
j[� NGINEERS Suite 200
DOCUMENT NOT CONSIDERED FINAL Cary. NC 216
$SOCIATE$ 1919I 852-0468
UNLESS ALL SIGNATURES COMPLETED 19191 852-0598 IFaxI
•
www.slmpsonengr.com
LICENSE NO. C-2521
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GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR NCDOT BY:
a P° -.100
F.quay-V.OiNC 27526 SUNGATE DESIGN GROUP, P.A.
HYDRAULICS ENGINEER
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°
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LENGTH ROADWAY
TIP B-5639 PROJECT = 0.296 MILES
(919)5524 53
(919)552-225 o(F..) oz 9
Mon RA_ EIGH NORTH CI1ROAh27606
MACDONALD LICENSE NO.F-0669 ENG FIRIM LICENSE NO.
a� �®
2018 STANDARD SPECIFICATIONS
PLANS
D = 55 %
MICHAEL PEKAREK, PE
SIGNATURE: PE
PROJECT ENGINEER
so o so 100
T = 5 %*
—
LENGTH STRUCTURE TIP B-5639 PROJECT 0.033 MILES
RIGHT OF WAY DATE:
Fes,
V = 60 MPH
NOVEMBER 27, 2019
JOSH DALTON, PE
ROADWAY DESIGN
ENGINEER
�A
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PROFILE (HORIZONTAL)
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* TTST =2% DUAL 3%
TOTAL LENGTH
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10
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LETTING DATE:
V
SUB —REGIONAL TIER
MAJOR COLLECTOR
JULY 21, 2020
DAVID STUTTS, PE
PE
NCDOT BRIDGE PROGRAM MANAGER
PROFILE (VERTICAL)
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DESIGN HW ELEVATION = 58.8 FT
BASE DISCHARGE = 4560 CFS
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EVELYN J. DEVANE /
1 50' 25' 0 50' 100,
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R.J. & CARRIE ROBINSON HEIRS
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USE ROCK PLATING DETAIL NO. 1 OF
ROADWAY STANDARD DRAWING NO. 275.01
PROJECT REFERENCE NO.
SHEET NO.
B-5639
5
RNI SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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PO B- 700
F�quoy-Varina, NC 37516
WNONNID www.monma<,NCm 7nc6
lELle 97—=-SE
NOCS 3]606
PERMIT DRAWING
SHEET 13 OF 17
F F DENOTES FILL IN
WETLAND
* * * DENOTES MECHANIZED
CLEARING
KILPATRICK FARMS, INC. O
2
GARNETT McCALOP DENOTES IMPACTS IN
& L015 CHASTEN, HEIRS
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
STRUCTURE EXCAVATION
APPROACH SLAB
FOR -L- PROFILE, SEE SHEET 6
FOR DETOUR DESIGN, SEE SHEETS 213-1 & 213-2

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BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 2500 CFS
DESIGN FREQUENCY = 50 YRS
DESIGN HW ELEVATION = 60.0 FT
BASE DISCHARGE = 3000 CFS
BASE FREQUENCY = /00 YRS
BASE HW ELEVATION = 60.5 FT
OVERTOPPING DISCHARGE = 16800 CFS
OVERTOPPING FREQUENCY= >500 YRS
OVERTOPPING ELEVATION = 65.6 FT
DATE OF SURVEY = 311812016
W.S. ELEVATION
AT DATE OF SURVEY = 56.3 FT
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Revised 4/20/20
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)
1
19+50 to 19+86-L-RT
ROADWAY FILL
< 0.01
20+11 to 21+09-L-RT
ROADWAY FILL
< 0.01
14+62 to 16+65-LDET-RT
ROADWAY FILL
0.08
0.02
17+22 to 17+38-LDET-RT
ROADWAY FILL
< 0.01
2
20+21 to 22+85-L-LT
ROADWAY FILL
0.02
0.06
3
22+85 to 24+25-L-
170' BRIDGE *
< 0.01
< 0.01
0.09
99
17+46 to 19+61-LDET-
170' DETOUR BRIDGE
< 0.01
< 0.01
< 0.01
27
4
24+22 to 25+34-L-LT
ROADWAY FILL
< 0.01
0.02
26+01 to 27+49-L-LT
ROADWAY FILL
0.03
0.03
5
25+81 to 27+17-L-RT
ROADWAY FILL
0.02
19+61 to 26+42-LDET-RT
ROADWAY FILL
0.19
< 0.01
0.08
TOTALS*:
0.07
1 0.27
1 < 0.01
0.11
0.10
1
0.10
0
126
0
*Rounded totals are sum of actual impacts
NOTES:
Site 3 Interior Piers are 2(8 - 14x73 (14.6in x13.6in)) = 2(8 (198.6 sq in)) = 2(1588.8 sq in) = 22 sq ft (0.0005 ac)
There will be 0.03 Ac of temporary fill will be needed in the hand clearing areas for erosion control measures.
2018 Feb