20190714 Ver 1_B-6004_PermitPlans_11x17_20190603

Highway North Carolina Department of Transportation ° °,
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS EM:
WBS Element: 48202.3.1 TIP No.: B-6004 County(ies): Bladen Page 1 of 1
General Project Information
WBS Element:
48202.3.1 ITIP Number: B-6004 Project Type: Bridge Replacement Date: 5/30/2019
NCDOT Contact:
David Stark, PE
Contractor / Desi ner:
KCA / The Tara Group of Lumberton
Address:
1020 Birch Ridge Drive
Raleigh, NC 27610
Address:
2700 Hwy. 72 West
Lumberton, NC 28360
Phone:
9197076605
Phone:
910.739.8199
Email:
[e-mail]
Email:
City/Town:
Kell
Coun(ies :
Bladen
River Basins :
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.12 Surrounding Land Use: Mainly agricultural and wooded area, a few homes located around the project
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.6 ac.
0.3 ac.
Typical Cross Section Description:
The proposed service road consists of 2 typical sections including one with a guardrail.
Proposed cross sections without a guardrail is made up of 2-10' lanes with 3' unpaved.
Proposed cross section with a guardrail is made up of 2-10' lanes with a 4' paved
shoulder and 3' unpaved shoulder. The Temporary Detour service road typical section
consist of 2-11' lanes with 5' paved shoulder and 3' unpaved shoulder.
Existing roadways consists of 2-9.5' lanes, with 3' unpaved shoulders.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: Year:
Existing: Year:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project consists of improving roadway approaches as well as replacing the existing bridge. Existing drainage systems within the project limits will be analyzed for impacts.
All existing drainage systems impacted by the proposed bridge replacement will be replaced with a proposed drainage system. Proposed drainage will be designed to maintain
the same drainage patterns as the existing condition. Floating turbidity curtain and impervious dikes placed in stream to control sediment during construction.
Waterbody Information
Surface Water Body 1 : Kelly Creek Canal Lyon Swamp Canal
NCDWR Stream Index No.:
18-68-22-1-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Swamp Waters Sw
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
18-68-22-1-1
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
Yes
I Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
INo
(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
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STATE OF NORTH CAROI INA
fiTATR STATR DR036CT RRPRRRNCB NO. 81�ORT TOTAL
1NT0�0 B-6004
DIVISION OF HIGHWAYS
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48202.3.1 BRZ-2269(002) PE
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CONSTRUCTION
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BLADEN. COUNTY
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LOCATION. BRIDGE NO. 080197 ON SR 1534 (OVER LYON RD)
WETLAND
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OVER KELLY CANAL
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STREAM IMPACTS
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE 5/3 01/2 0 19
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PERMIT DRAWING
0
9
SHEET 1 OF 6
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VICINITY MAP
THIS PROJECT
IS NOT LOCATED WITHIN MUNICIPAL BOUNDARIES.
4
END BRIDGE
END TIP PROJECT B-6004
—L— STA.I3+41.64
—L— STA.15+98.00
F- TO HWY 53
�.— ,N
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TO DEAD END --0-
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PROJECT B-6004
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—L— STA.10+07.50
BEGIN BRIDGE
—L— STA.12+69.39
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CLEARING ON
THIS PROJECT SHALL BE
PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD II MODIFIED.
V
PRELIMINARYPLANS DOCUMENT NOT CONSIDERED FINAL
W NOT,3TUFORCONSTRUCTION 6H FOR UNLESS ALL SIGNATURES COMPLETED
VGRAPHIC
SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Office of:
HYDRAULICS ENGINEER
50
25 0 50
100
ADT 2014 = 180
V = 55 MPH
T = 6°/D
LENGTH ROADWAY TIP PROJECT B-6004 = 0.098 MILES
LENGTH STRUCTURES TIP PROJECT B-6004 = 0.014 MILES
NC FIRM LICENRE N0: C-1606
(v 3°1 Fayettvllle fit-1
KCSalta 1600
MSINGE cOATEs R°;8;8;, NC =$°'
® ®u�P
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2O18 STANDARD SPECIFICATIONS
PLANS
P.E.
50
25 0 50
100
TOTAL LENGTH TIP
—
PROJECT B-6004 0.112 MILES
RIGHT OF WAY DATE:
JOHN P. MAZERES, PE
SIGNATURE:
8
FUNC CLASS = LOCAL
01/15A 9
ROADWAY DESIGN
PROJECT ENGINEER
SUB -REGIONAL TIER
ENGINEER
PROFILE (HORIZONTAL)
O
V
10
5 0 10
20
NCDOT CONTACT.
VIRGINIA MABRY
PROJECT MANAGEMENT UNIT- MANAGER
LETTING DATE:
O, ^ C ^ n
V I .A' 1 7
ALLEN J. MCSWAIN
-----------------------
PROJECT DESIGN ENGINEER
PROFILE (VERTICAL)
P.E.
SIGNATURE:

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS UR 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
13+25.39/ 13+26.86
Removal of existing end bent
< 0.01
40
TOTALS*:
< 0.01
0
40
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb