20200445 Ver 1_BR-0035_Hyd_prm_wet_Package03312020_20200403

Submitted 4/3/2020
Highway North Carolina Department of Transportation ° °t
StOCCY1> Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 67035.2.1 TIP No.: BR-0035 County(ies): Moore Page 1 of 1
General Project Information
WBS Element:
TIP Number: BR-0035 Project Type: Bridge Replacement Date: 9/20/2019
NCDOT Contact:
7Raleigh,
Contractor / Desi ner:
L.D. Clawson
Address:Ridge
Drive
27610
Address:
1000 Birch Ridge Drive
Raleigh
Phone:
919-707-6711
Phone:
919-707-6712
Email:
[e-mail]
Email:
Idclawson ncdot. ov
City/Town:
Carthage
Count (ies):
Moore
River Basin(s):
Cape Fear
CAMA Coun
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.319 mi. Surrounding Land Use: Rural
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.85 ac.
0.84 ac.
Typical Cross Section Description:
2 12' lanes
2 11' lanes
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 8000 Year: 2040
Existing: 6500 Year: 2018
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The project consists of replacing Bridge # 24 on NC 22 over Nick's Creek. The approach work will consist of raising and relining the existing roadway and providing grass
shoulders and guardrail. Bridge # 24 existing 1 span structure (20' total length) will be replaced with 3 @ 12' x 9' RCBC.
Best Management Practices:
-Promotion of sheet flow and infiltration with grass shoulders.
-Drainage systems outlet to rip rap pad.
Waterbody Information
Surface Water Body (1): Nicks Creek
NCDWR Stream Index No.:
18-23-3- 3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply III WS-III
Supplemental Classification:
High Quality Waters HQW
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
I 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) I

Submitted 4/3/2020
IFi
")ee ) neer r H r or 1 naex or --) neers
See Sheet 1 B For Conventional Symbols
)TIP PROJECT
1945 BR-0035
1943
1938
1943 1838
1944
1838
1839
1843
VICINITY AAAP
MOORE
COUNTY
AIRPORT ,,,
STATE OF NORTI-4 CAROLINA
DIVISION OF HIGHWAYS
MOORE..COUNTY
LOCATION: BRIDGE NO.24 ON NC 22 OVER NICKS CREEK
TYPE OF WORK: GRADING, DRAINAGE, PAVING tG AND C UL VER T
BEGIN TIP PROJECT BR-0035 -L- STA. 11 + 80.00
/
/
/SITE 1
/
THIS PROJECT HAS NO CONTROLED—ACCESS.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
50 25 0 50 100
PLANS
1
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2020 =
6650
ADT 2040 =
8000
K =
11 %
D =
60 %
T =
4 %
V =
60 MPH
* (TTST =1 % +
DUAL = 3%)
FUNC CLASS
=
MINOR ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0035
LENGTH OF STRUCTURE TIP PROJECT BR-0035
TOTAL LENGTH OF TIP PROJECT BR-0035
= 0.319 MI
0.007 MI
= 0.326 MI
TER
W
Z
W
f W
V
� I N
Z
BEGIN CULVERT
—L— STA. 22 + 92.67
END CULVERT
—L— STA. 23 + 31.33
SITE 2
STATE
STATE PROJECT REFERENCE NO.
SHEET TOTAI"
NO. SHEETS
N.C.
BR-0035
I
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
67035.1.1
P. E.
67035.2.1
_
ROW /UTI L
67035.3.1
CONST.
--------------------
-------------------
PERMIT DRAWING
SHEET 1 OF 11
\
\
\
\
\
\ , S0I
END TIP PROJECT BR-0035 -L- STA. 29 +00.00
Prepared in the Office of:
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
AUGUST 30, 2019_
LETTING DATE:
JULY 21, 2020
TATIA L. WHITE. PE. PLS
PIOTR J. STOJDA
PROJECT TEAM LEAD
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
�SiIGNATURF_r
P.E.

Submitted 4/3/2020

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PROJECT REFERENCE NO. SHEET NO.
R/W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INC®MPLIE % IE PLANS
DO NOT USE FOIE W ACQUISITION
DENOTES FILL IN
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PROJECT REFERENCE NO.
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R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
INLET/OUTLET CHANNEL DETAILS
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CLASS II RIP RAP
w/GEOTEXTILE
TOTAL QUANTITIES:
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EST 230 SY GEOTEXTILE
EST 720 CY EXCAVATION
EST 75 SY COIR MAT
EST 80 TONS CLASS B RIP RAP
DETAIL A
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FROM STA. 24 + 90 TO STA. 27 + 00 -L- LT
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Submitted 4/3/2020
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Submitted 4/3/2020
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
18+75 -L-
Fill
0.050
2*
21+75 -L-
Fill
0.030
0.010
2
22+55 -L-
Fill
0.010
3
23+12 -L-
3@12'X9' RCBC
0.040
61
3
23+12 -L- RULt
Bank Stabilization
0.043
0.021
90
45
TOTALS*:
0.09
0.00
0.00
0.01
0.00
0.08
0.02
151
45
0
Rounded totals are sum of actual impacts
NOTES:
* Total take of would be an additional 0.01ac
2018 Feb