20200758 Ver 2_U6010_Permit Package Wetland_20200505_20220922

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North Carolina Department of Transportation a�°
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ^^"'go-
(Version 2.08; Released April 2018)
FOR NCDOT PROJECTS
WBS Element: 47145.1.1 TIP No.: U-6010 County(ies): Alamance Page 1 of 1
General Project Information
WBS Element:
47145.1.1 ITIP Number: U-6010 Project Type: Roadway Widening Date: 2/14/2020
NCDOT Contact:
Galen Cail, PE
Contractor / Desi her:
lJoshua G. Dalton, PE, CPESC
Address:
Hydraulics Unit
Address:
Sungate Design Group
1000 Birch Ridge Drive
905 Jones Franklin
Raleigh, NC 27610
Raleigh, NC 27607
Phone:
919 707-6711
Phone:
919 859-2243
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Burlington
Coun ies :
Alamance
River Basins :
Cape Fear
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.84 Surrounding Land Use: IMedium & High Residential, Commercial
Pro osed Project
Existing Site
Project Built -Upon Area ac.
11.7 ac.
7.1 ac.
Typical Cross Section Description:
US 70 (S Church Street): Concrete median with 2:1 max side slopes. 4 paved lanes (total 44' wide) with 2'-6"
US 70: 2 paved lanes w/ 1 additional turning lane (total 36' wide). 2' grassed shoulder.
curb and gutter. 5' sidewalk (10' berm width (14' w/ guardrail)) and 8'-10' multi use path (varying berm witdth).
Varying fill and cut slopes. Y (SR 1311): 4 paved lanes (total 44' wide) with 2'-6" curb
Y (SR 1311): Concrete median with 2:1 max side slopes. 4 paved lanes (total 44' wide) with varying additional
and gutter. Additional turn lanes (total 12' wide). Varying fill and cut slopes.
turn lanes (total 28.75' wide). 5' sidewalk (10' berm width (14' w/ guardrail)) and 8'-10' multi use path (varying
berm witdth). See project typicals for detailed information.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 14,400 Year: 2040
Existing: 12,500 Year: 2020
General Project Narrative:
The North Carolina Department of Transportation (NCDOT) has proposed the widening and improvements of existing US 70 in Alamance County between west of University
(Description of Minimization of Water
Drive (SR 1311) and Westbrook Avenue. This project includes two existing box culverts at stream crossings along US 70 and SR 1311. Due to the widening of US 70 and SR
Quality Impacts)
1311, both existing box culverts require extensions. The first existing culvert, a 2@7'x7' (7'x8' Downstream) Reinforced Concrete Box Culvert beneath US 70 requires extensions
both upstream and downstream. As part ofthis culvert extension, an additional 1@8'x7' RCBC will be constructed parallel to the existing 2@7'x7' RCBC. The proposed 8'x7'
RCBC replaces an existing 72" Reinforced Concrete Pipe. The extensions and culvert addition will require channel improvements both upstream and downstream. The channel
improvements will smoothly tie the existing channel to the box culvert extensions and addition. The second existing culvert, a 2@8'x6' Reinforced Concrete Box Culvert beneath
SR 1311 requires extensions downstream. The northern most barrel has a 2' concrete sill and is backfilled with native material to allow for animal passage and flow conveyance
during storm events. A 2' sill will be constructed in the northern barrel extension. CL II Riprap will be used downstream as bank stabilization All major structures have been
designed to have as little environmental and surface water impacts as possible.
Waterbody Information
Surface Water Body (1): Inge Branch
NCDWR Stream Index No.:
16-19-5-2
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply V WS-V
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? I N/A
Dissi ator Pads Provided in Buffer? I 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)

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See Sheet 1A For Index of Sheets
See Sheet 1 B For Conventional Symbols
See Sheets I U- 9 and 1 C-y l or Survey Control Sheets
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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ALAMANCE COUNTY
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DATE: 05-05-2020
47145.1.1
PE
47145.2.1
ROW/UTIL
47145.3.1
CONST
LOCATION: US 70 (S. CHURCH ST.) FROM WEST OF UNIVERSITY DR.
(SR 1311) TO WESTBROOK AVE. (SR 1309) IN BURLINGTON
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNALS
CULVERT EXTENSIONS AND PAVEMENT MARKING
Letin etin SURFACE WATER IMPACTS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: HYDRAULICS ENGINEER
ADT 2020 = 12,500 SUNWEDEsicNCRouPa�.
50 25 0 50 loo ADT 2040 = 14,400 x� °�©���
K = 13 D�0 Q �©
PLANS LENGTH OF ROADWAY TIP PROJECT U-6010 = 0.884 MILES 2018 STANDARD SPECIFICATIONS
P.L.
D = 50 D �0 SIGNATURE:
50 25 0 50 100 T = 3 % RIGHT OF WAY DATE. DAVID L. WILVER PE q s
PROJECT LxcrNLLR ROADWAY DESIGN ENGINEER a
V = 50 MPH TOTAL LENGTH OF TIP PROJECT U-6010 = 0.884 MILES MAY 31, 2019
PROFILE (HORIZONTAL) * TTST =2 DUAL 1 DAVID GARRETT
10 5 0 10 20 FUNC CLASS = LETTING DATE. PROJECT DESIGN ENGINEER
URBAN ARTERIAL OCTOBER 20, 2020
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PROFILE (VERTICAL) NCDOT CONTACT rL
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6
9.7'
—
_
__
G
RT
XS
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NG
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P.
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FT
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—
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6
PROJECT REFERENCE NO.
U-6010
SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
16-
r
dNCOMPL1E
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C
STA
1
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@
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(
P)
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P. CULVERT
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5
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ES:
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PLANS PREPARED BY PROJECT REFERENCE NO. SHEET NO.
PARSONS U-60106
RALEIGH, NORTH CAROLINA, [phone] RW SHEET NO.
NC LICENSE NC. E-D`L4O
FNSYoki hiLON ROADWAY DESIGN HYDRAULICS
G SUNGATE DESIGN GROUP, P.A. ENGINEER ENGINEER
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O
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
a PERMIT DRAWING
Z SHEET 8 OF 12
P DATE: 05-05-2020
50' 25' 0 50' 100'
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SEE SHEET 10 OF 12 D" PORCH
EST. 75 TONS CL 'I' RI PRAY
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SEE DETAIL 6 ISM L
B S
GS
END CONSTRUCTION POT Sto.57+95.79 -L
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END CONSTRUCT/
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4' BASE DITCH R 0
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BARNHARDT FAMILY PROP LLC
GOODWILL INDUSTRIES of F F DENOTE FILL IN END T/P PROJECT U-60/0
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DENOTES MECHANIZED
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NOTE
SEE
HEET
9
FOR -L
PROFILE
SEE
HEFT
10
FOR -
4- PROFILE

�" r / - PROJECT REFERENCE NO. SHEET NO.
y 6 �54 '-� / �bgG �`$�a� w�E�ND CONSTRUCT160N `� .�0..r�T .79 =L PLANS rxltr tu�u er
3- -4 <n b.� � JIA-56.2Fi 7 _�_ lJ� P�SONS U-6010 V
N �v - --" `� RArEicH. NORTH cARoriNA, c9i9i as4-i34s RW SHEET NO.
�� �� ~ k C I CIN11 iO. k0 rsv6 ROADWAY DESIGN HYDRAULICS
BS / 658 S J / / 6„3 g A LINA SIE ILLS rokrv6 c e k�"��C" ENGINEER ENGINEER
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5 '2 SEE SHEET 9 FOR -L- PROFILE
�43 6 s������5sWATER i r �6� SEE SHEET 10 FOR -Y4- PROFILE

6
10' 5' 0 10' 20'
PROJECT REFERENCE NO. SHEET NO.
U-6010
DENOTES FILL IN
SCALE: 1"=20'
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
F F
WETLAND
ENGINEER ENGINEER
DENOTES MECHANIZED
,
]E PLANS
NQT use FOR / W ACQUISITION
CLEARING
D
z
DENOTES IMPACTS IN
'�
SURFACE WATER
4114111UNLESS
' V
DOCUMENT NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 10 OF 12
DATE: 05-05-2020
-
II
D
��
-
77
0-
II
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CL
IC\j
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L
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8"Do M
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Lu o ° �- TOTAL TAKE � � :
oa0
0 0� SITE 4
CLS]o
STANDARD 4' BASE DITCH
PDE
EST. 75 TONS CL 'I' RIPRAP
z EST. 125 SY GEOTEXTILE
A EST. DDE = 26 CY
SITE 3 L=48 FT
S = 0.60%
A SEE DETAIL 6
A
A
A
A

0
2.5
iWoTT
5
PROJ. REFERENCE NO.
SHEET NO.
I U-6010
X-16
5
70
65
60
5
50
A5
AO
35
30
25
20
15
1
13
15
20
25
30
5
AO
5
50
55
0
65
70
75
PERMIT
DRAWIN
SHEET
11
OF
12
D
T
50-202
UT
RE
TWIN
LAKES
L
cr
SITE
4
—
—
—
FILL
IN
WE
LA
D
0
-
w
3
42
+
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10
0.020
0.020
Ic
41
+
0.
0
0.020
0.020
--
--
--
—
—
3S�
DEVE
OP
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0.020
Ic
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5
0
5
60
55
50
5
40
35
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2
0
15
13
1
20
25
35
LO4
5
50
5 5
60
5
0
5

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
2 at 7'x7' RCBC EXTENSIONS
19+25 to 19+66-L-LT
INLET CHANNEL
< 0.01
< 0.01
< 0.01
23
20
INLET BANK STABILIZATION
43
19+47 to 19+85-L-RT
OUTLET CHANNEL
< 0.01
< 0.01
< 0.01
36
9
OUTLET BANK STABILIZATION
34
2
2 at 8'x6' RCBC EXTENSION
14+12 to 14+32-Y-LT
INLET CHANNEL
<0.01
0.01
< 0.01
11
INLET BANK STABILIZATION
45
14+42 to 14+55-Y-RT
OUTLET CHANNEL
< 0.01
12
OUTLET BANK STABILIZATION
38
3
40+64 to 40+98-L-RT
ROADWAY FILL
0.01
< 0.01
32
OUTLET CHANNEL
0.02
42
4
41+87 to 42+45-L-RT
ROADWAY FILL
0.01
< 0.01
TOTALS*:
0.03
1
1
1 0.02
1
1 0.04
1 0.01
1 304
141
0
*Rounded totals are sum of actual impacts
NOTES:
Site 1 LT & RT: Total Take
Site 3: Total Take
2018 Feb