20231465 Ver 1_HB-0003 - Haywood County - Permit Plans (Final)_20231027

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(Version 3.00; Released August 2021)
North Carolina Department of Transportation •
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 49623.1.1
TIP/Prof No: HB-0003 County(ies): Haywood Page 1 of 2
General Project Information
WBS Element:
49623.1.1 TIP Number: HB-0003 Project Type: Other Date: 8/24/2023
NCDOT Contact:
Patrick Breedlove
Contractor / Desi ner:
Matthew Harvey PE
Address:
253 Webster Road
Sylva, NC 28779
Address:
1223 Jones Franklin Road
Raleigh, NC 27606
Phone:
828 508-7397
Phone:
919-851-8077
Email:
breed love ncd ot. gov
Email:
mharvey a(�metherill enc.com
City/Town:
I Canton
County ies :
Haywood
River Basins :
French Broad I
1CAMA County?
No
Wetlands within Project Limits?
Yes
Project Descri tion
Project Length (lin. miles or feet):
0.56 Surrounding Land Use: Residential, Farmland
Proposed Project
Existins Site
Project Built -Upon Area (ac.)
7.7 lac.
6.2 ac.
Typical Cross Section Description:
Three 12' travel lanes in each direction (6 total)
Two 12' travel lanes in each direction (4 total) with variable 9' paved shoulders
Annual Avg Daily Traffic (veh/hr/day):
I Design/Future] 82,900 1 Year: 2045
Existin : 58,800 1 Year: 1 2024
General Project Narrative: This project replaces an existing overpass structure (bridge) that carries 1-40 over SR 1550. The replacement structure will be a concrete arch structure designed to
(Description of Minimization of Water accommodate future widening of 1-40. Drainage has been designed so that outlets discharging into wetlands have non -erosive velocities to minimize disturbance to the wetlands.
Quality Impacts) 2:1 fill slopes have been used throughout the project in order to minimize impacts in areas with wetlands and streams. There is a Double barrel box culvert on the project that will
require lengthening, phasing has been provided to minimize impacts to Bowen Branch. The existing outfalls with buried pipe ends and undersized outfall channels were upgraded
to properly sized outfall channels with rip rap liners or outlet pads

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(Version 3.00; Released August 2021)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 49623.1.1 TIP/Proj No.: HB-0003
County(ies): Haywood
Page 2
of 2
General Project Information
Waterbody Information
Surface Water Body (1): Bowen Branch
NCDWR Stream Index No.:
5-10.5
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
Impairments:
[phone]
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Bowen Branch
Buffer Rules in Effect:
N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer?
INo
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no,
General Project Narrative)
justify in the
(If yes, provide justification in the General Project Narrative)

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See Sleet I For Index of Sleets
STATE OF NORTH CARO]f INA
DIVISION OF HIGHWAYS
H[WAYS
HA YWOOD COUNTY
PERMIT DRAWING
SHEET 1 OF 12
LOCATION. BRIDGE 239 ON I-40 OVER SR1550
z (INCINERATOR ROAD)
a
v TYPE OF WORK: GRADING, DRAINAGE, PAVING, & STRUCTURE.
WETLAND AND SURFACE WATER IMPACTS PERMIT
DATE: 10 /25 /2024
5
—END PRECAST
ARCH CULVERT
(36' SPAN)
.L. STA. 189+99.35
N.C.
HB-0003
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49623.1.1
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49623.2.1
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BOX CULVERT EXT NSION
BEGIN TIP PROJECT NB-0003 BEGIN PRECAST
-L- STA. 175+00.00 ARCH CULVERT
(38' SPAN) \\.
-L- STA. 788+58.00
O END CONSTRUCTION
U END CONSTRUCTION / -Y7- STA. 20+00.00
-DR1- STA. 11+50.00
U GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �a ETHERILL DIVISION OF HIGHWAYS HYDRAULICS ENGINEER
ENGINEERING
ADT 2024 = 58,800 - muTT DIW CIO 1.1
50 25 0 $9 iii149 lii3 hoes Franklin N..-7'1M1N.C. n006 moor,
ADT 2045 = 82,900 u«�� no. wan of x
us: 919.851.80]]Fa�: 919.851.010] 0.1E 10
PLANS K 8 % LENGTH ROADWAY TIP PROJECT HB-0003 _ 0.55 MILES '`4�'SPEY "" -- GREG PURVIS, PE
D = 55 % RIGHT OF WAY DATE: -Q "r
LENGTH STRUCTURE TIP PROJECT HB-0003 0.01 MILES
50 25 0 50 140 T = 1g % • Deycx - AUGUST 21, 2023 axcw ROADWAY DESIGN 70 MPH TOTAL LENGTH TIP PROJECT HB-0003 0.56 MILES LETTING DATE. JONATHAN HEFNER, PE ENGINEER MARCH 19, 2024
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O PROFILE (HORIZONTAL) • TTST = 14% DUAL = 4% vx i r eax `®at ®@tee
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FUNC. CLASS = INTERSTATE sR C oc SHUER
NCDOT CONTACT:

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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)
1
-L- 177+45 to 177+65
Fill Slope
< 0.01
2
-L- 187+82 to 188+33
Spring Box & 6" HDPE
< 0.01
52
2A
-L- 188+30 to 188+31
Spring Box & 6" HDPE
< 0.01
3
-L- 188+33 to 188+61
Culvert Extension (2@9'x7' RCBC)
0.01
84
3 A
-L- 188+54 to 189+07
Bank Stabilization
< 0.01
59
3 B
-L- 188+95 to 189+13
Dewatering
< 0.01
19
4
-Y1- 14+47 to 14+75
Pipe Outlet Extension
0.01
TOTALS*:
0.01
< 0.01
0.02
< 0.01
195
1 19
0
*Rounded totals are sum of actual impacts
NOTES: