HomeMy WebLinkAbout20190591 Ver 1_B5980 Stream and Wetland Permit Drawings_20190222_20190507k Ilh�t'EIVi North Carolina Department of Transportation k
�li)1'l Highway Stormwater Program
STORMWATER MANAGEMENT PLAN^^
(Version 2.08; RelePApril rl FOR NCDOT PROJECTS
WBS Element: 47617.1.1 TIP No.: B-5980 County(ies): Nash Page 1 of 1
General Project Information
WBS Element:
47617.1.1 TIP Number: B-5980 Project Type: Other Date: 2/22/2019
NCDOT Contact:
Jake Green, PE, PLS
Contractor / Desi ner:
Dennis Hoyle, PE, PLS / AECOM
Address:
509 Ward Blvd.
PO Box 3165
Wilson, NC 27895
Address:
701 Coroporate Center Dr.
Suite 475
Raleigh, NC 27607
Phone:
252-640-6420
Phone:
919-854-7748
Email:
'c reen ncdot. oy
Email:
Dennis. Ho
le aecom.com
City/Town:
Rocky Mount, NC
Count kes :
Nash
River Basin(s):
Tar -Pamlico
ICAMA County?
I No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.69 Surrounding Land Use: lCommercial, residential, and agricultural mix
Proposed Project
Existing Site
Project Built -Upon Area ac.
9.4 ac.
8.1 ac.
Typical Cross Section Description:
Two lane roadway with 12' lanes and paved shoulders. Diamond interchange of 1-95 and
NC 4 utilizing two round -a -bouts.
Two lane roadway with 12' lanes and grassed shoulders. Existing trumpet interchange
of 1-95 and NC 4.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 39,700 Year: 2040
Existing: 27,500 Year: 2017
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 630203 over I-95 and make improvements to the 1-95 and NC 4 interchange (exit
145). The project is located north of Rocky Mount in Nash County (see Figure 1). The proposed action is listed in the NCDOT 2018-2027 State Transportation Improvement
Program (STIP) as project number B-5980, and is included in the Upper Coastal Plain Rural Planning Organization's (RPO) Draft STI P5 Project list. The project is described as
"interchange improvement to remove tight radius ramp to accommodate trucks due to CCX [intermodal terminal] project."
The design will replace the existing trumpet interchange at 1-95 and NC 4 with a new diamond interchange. No improvements will be made to 1-95.
Existing drainage patterns are maintained utilizing grassed channels wherever possible throughout project. Only one site of jurisdictional stream and buffer impact due to a
proposed rip rap outlet pad. Only one site of wetland impacts due to pavement removal.
Waterbody Information
Surface Water Body 1 : UT to Giles Branch
NCDWR Stream Index No.:
28-78-4
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:
SB
Buffer Rules in Effect: Tar -Pamlico
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
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, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
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STATE OF NORTH CAI[$®I INA
BTATB
BTATR PROIR(,"I' RBFRRBNCR NO.
BI<88T
NO.
TOTAL
81t6BT8
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B-5980
TR PRa.No
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47617.1.1
NHP-1552 005
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47617.2.1
NHP-1552 005
ROWAJTILITIES
47617.3.1
NHP-1552 005
CONSTRUCTION
GRAPHIC SCALES
el
DESIGN DATA
11
PROJECT LENGTH
Prepared in the Office of:
HYDRAULICS ENGINEER
NC FIRM LICENSE No:F-0342
Su
701 Corporate Center Drive, Suite 475
50 25 0 50 100
ADT 2017 = 27,500
ADT 2040 = 39,700
AEC0M Raleigh, NC 27607
(919) 854-6200 - (919) 854-6259(FAX)
F Boom
K = 6 %
2078 STANDARD SPEClFlCATTONS
®�®
PLANS
D = 55 %
LENGTH ROADWAY TIP PROJECT B-5980 = 0.690 MILES
LAURA C. FISHER P.E.
P.E.
SIGNATURE:
50 25 0 50 100
RIGHT OF WAY DATE:
PROJECT ENGINEER
T = 17 %
ROADWAY DESIGN
�1
V = 75 MPH
* (TTST 15% + DUAL 2%)
TOTAL LENGTH OF TIP PROJECT B-5980 = 0.690 MILES
JANUARY 2019
P.E.
KIMBEROJE
ENGINEER
�
�' ®
PROFILE (HORIZONTAL)
TDEIGNVEUNGINEEEMRI,
10 5 0 10 20
FUNC CLASS = INTERSTATE
STATEWIDE TIER
LETTING DATE:
SEPTEMBER 2019
RUSSELL BROADWELL, P.E.
P,E.
B�a�
PROFILE (VERTICAL)
PROJECT DESIGN ENGINEER
SIGNATURE:
CON
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\ EXISTING BRIDGE
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PROPOSED 220' C/A FENct i
LSITE 1 S IT E 2--1
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES HAND SITE
CLEARING
-S - E00 St(
PROJECT REFERENCE NO.
SHEET NO.
B-5980
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
MPL]E
7USE FOR
FE PLANS
A W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 04 OF 05
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS 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
L2 39+57 to 39+76 RT
30" WSP
< 0.01
< 0.01
23
10
2
Y2 22+32 to 22+79 RT
Pavement Removal
< 0.01
TOTALS:
< 0.01
< 0.01
< 0.01
23
10
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb