20191760 Ver 1_C-5621_Permit Drawings_20191217_20191230

l lighway North Carolina Department of Transportation k
5to�Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 50146.3.1 TIP No.: C-5621 County(ies): Mecklenburg Page 1 of 1
General Project Information
WBS Element:
50146.3.1 ITIP Number: C-5621 Project Type: Roadway Widening Date: 9/30/2019
NCDOT Contact:
Sean Epperson, PE
Contractor / Designer:
IRichard L. Bollinger, PE
Address:
716 West Main Street
Albemarle, NC 28001
Address:
8521 Six Forks Road
Suite 400
Raleigh, NC 27615
Phone:
704-983-4400
Phone:
919-926-4105
Email:
[e-mail]
Email:
richard.bollin er rsandh.com
City/Town:
Cornelius
County(ies):
Mecklenburg
River Basin(s):
Catawba I
ICAMA County?
I No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.177 mi Surrounding Land Use: I Residential, Commercial
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
8.7 ac.
5.7 ac.
Typical Cross Section Description:
Headed East on Catawba Avenue, along -L-, there is a 12-15' lane, followed by two, 12-
15' right turn lanes, 2' curb and gutter, a 04' plant strip and a 10' multi -use path. Headed
west there are two, 12-15' lanes, followed by a 12-15' right turn lane, 2' curb and gutter, a
4' plant strip and a 5' sidewalk. Headed North on US 21, along -Y1A-, there are two, 12'
lanes, 2' curb and gutter, a 7' plant strip and a 13' multi -use path. Headed South on -Y1A
there are two, 12' lanes, followed by a 0-12' right turn lane, a 7' plant strip and a 13' multi-
use path. -Y1 B- headed North has a 12' lane, 2' curb and gutter, followed by a 7' plant
strip and a 13' multi -use path. Headed South along -Y1B-, there is a 12' lane, followed by
another 0-12' lane, a 7' plant strip and a 13' multi -use path.
The existing roadway has two, 1 V lanes in each direction, with 2' curb and gutter and a
0-5' sidewalk along the roadway.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 45,517 Year: 2040
Existing: 26,000 Year: 2015
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is a roadway widening project with dual roundabouts North and South of SR 5544 (Catawba Ave) and US 21 intersection in Cornelius.
There are three impact sites along the project where permanent and temporary surface water impacts will occur. Site 1 impacts occur at a 42" RCP and headwall. Site 2 impacts
occur at a channel relocation and a rip rap outlet. Site 3 impacts occur at a channel relocation. Dissapator pads are used to reduce water velocities entering streams within the
project. NCDOT will attempt to avoid and minimize impacts to streams to the greatest extent practicable during project design.
Waterbody Information
Surface Water Body (1): Unnamed Tributar, to Catawba River
NCDWR Stream Index No.:
11-(75)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (W S-IV)
Class B
Supplemental Classification:
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body-7
No
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 iL. n the
General Project Narrative)
(If yes, provide justification in the General Project Narrative) I

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VICINITY MAP N T s
BEGIN TIP PROJECT C-5621
-L- STA.11 + 30.00
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
MECKLENBURG COUNTY
co�
LOCATION: DUAL ROUNDABOUTS NORTH AND SOUTH OF
SR 5544 (CA TAWBA AVE.) AND
US 21INTERSECTION IN CORNELIUS
A TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND SIGNALS
WETLAND AND SURFACE WATER IMPACTS PERMIT
�i 5
SITE 1
TO I-77
BEGIN CONSTRUCTION--
-L- STA.10 + 75.23
SITE 2A
M
�p
SITE 213
V
GRAPHIC SCALES
DESIGN DATA
50 25 0 50 100
ADT 2015 = 26,000
ADT 2040 = 45,517
K = 10 %
PLANS
D = 60 %
50 25 0 50 100
T - 4 %
y
V = 40 MPH
PROFILE (HORIZONTAL)
PSI
* TTST = 1 DUAL 3
O10
5 0 10 20
FUNC CLASS =
LOCAL
3
REGIONAL TIER
PROFILE (VERTICAL)
I
.. To
` N�
lis
%j END TIP PRO ECT C-5621
%l -L- STA. 20 + 65.00
= SITE 3
PTAM PRDIRCP RwEazw68 N0.
C-5621
BIPA18 PRO/.NQ
F.A.PROl.N>
DRRGIUPTON
50146.1.Fl
WA
PE
50146.2.1
WA
P W, UTILITY
50146.3.1
CMS-0021020
CONST.
PERMIT DRAWING I
SHEET 1 OF 9
00(V
oN
zz
THERE IS CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF CORNELIUS. * EXISTING SIGNAL DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT C-5621 = 0.177 MILES
TOTAL LENGTH TIP PROJECT C-5621 = 0.177 MILES
-L- USED TO CALCULATE PROJECT LENGTH.
PREPARED IN THE OFFICE OF:
8521 SIX FORKS ROAD, SUITE 400
RALEIGH, NC 27615
RS1
NC FIRM LICENSE No: F-0493
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2018 STANDARD SPECIFICATIONS
JENNIFER FARING, PE
PROJECT ENGINEER
RIGHT OF WAY DATE:
JUNE 26, 2019
SEAN KORTOVICH, PE
PROJECT DESIGN ENGINEER
LETTING DATE:
JUNE 16, 2020
SEAN EPPERSON, PE
NCDOT CONTACT
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.

DETAIL A
SPECIAL LATERAL BASE DITCH
(Nato Srale)
Fill
Ground 3. Slope
d D
Geae.nle B Min. D= 2.5 Ft.
Ft.
B= 1.0 Ft.
Type f Liner= 249 TONS CL B Rip -Rap
438 SY Geot-tile
3�
� ISF
/j Bus
FROM -YIA- STA. 14+50 TO STA. 16+42 LT
DETAIL B
SPECIAL LATERAL 'V' DITCH �
1 Not ro Srolel \
Ground 3p pt Slope \
Min. D= 3.0 Ft.
FROM -RAI- STA.10+62 TO STA.11+00 LT \\ \\°4
FROM -Y1B- STA. 11+21 TO STA. 12+70 LT
FROM -Y1B- STA. 15+00 TO STA. 16+29 LT
FROM -YIA- STA 14+50 TO STA 14+97 RT \
MATCH
T O
SHEET 4
SPECIAL LATERAL V DITCH a
SEE DETAIL B
V
_ I I AA S7.A.
r...:: /
74+ CO
4
a
24" RCP JI
\\
R
15" RCP -III
EST 2 TON CL B RIP RAP
R
CB-F
EST 7 SY ��EEppTEXTILE
B-G JALIES E, CALDWELL
TOR COMPANY
SPECIAL LATERAL V DITCH a ) //
SEE DETAIL C % I)
' /
/
a SPECIAL LATERAL SE DITCH
SEE DETAIL A
/
T yA D.*ATTS,ET AL D
24" RCP -III
z DETAIL'V \� SPECIAL 0 LATERAL 'V' DITCH
IN to Srolel
w Fin / 15"
� Natural '�\ Slopc /
Groaa Z'C D /
G°at,rtile Min. D- 2.5 Ft.
Type of Liner- CL B Rip -Rap
EST 5 TON CL B RIP RAP —
ElT 1 SY GEOTEJ�TTIL
Mox. d= 2.1
R.
DIXOry MOTOR COMPNY
FROM -RAI- STA.11+00 TO STA. 11+62 LT
/
(104 TONS CL B; 184 SY GEOTEXTILE)
FROM -YIA- 15+50 TO STA. 16+34 RT
(44 TONS CL B; 76 SY GEOTEXTILE)
DETAIL D
SITE
STANDARD 'V' DITCH
(Nolto Scale)
Neural 1 Natural
round CO D \01 Ground
Min. D= 1 Ft.
\
-RAI- STA. 11+27 TO 11+30 LT
�y�
Pz)esr �\_ ,.
7ZZ�/,
/FAKE NORMAN HOTEL, INC.
°/
2
/
d Gov'!
GJ
24" RCP -III
24" RCP -III
ST / C TON OF CORNELIUS
/ m
I T
PUE PUE PUE PUE —
PUE
E 15" RCP I I ROBERT SREREL
B G / TEMP SURFACE
2
/ WATER IMPACTS
I It E B- / 15" RCP -III
IDE N L. BROOKS \\ \k
/ 15" RCP -III
-F CI 1S 3p RCp\\ CNC
M I " R B-
s.
CB-E \ Cq\ / HW�
E SPECIAL LATERAL Oyz"N'0
\JJ . M / / 24' RC I/ L \IT SEE DETAIL<B�
36" RCP -III k\ PPq
/ 15" RCP I I /
30, RCP-)!/
/ /,r// EST 11 TON CL B RIP RAP
SURFACE WATER IMPACTS\ //� / \
ST 2E, 8 SY GEOTEXTILE
• % III QT = C CRYSTAL D.FORNEY����
�
STAN D V DITCH
SEE DETAIL 2 F,/
�THSTEMPORARY SURFACE
�
f-III 36' RCP -III / / // WATER IMPACTS
B-G TUJ SPRINGS
SP C ECIA LATE L V DITCI{ KTE 2lJ
SEE DETAIL C 'QCp� // Soaw/
FESm��'�
o "1laDA"INSET B
= 24" RCP -III Ri`p
PROJECT REFERENCE NO. SHEET NO.
C-5621 6
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
�, DI
/ SURFACE WATER IMPACTS
/ \
C J44 , SSPECpIIAL LATE V DITCH
5EEme'o
k VARY DL�AWAIL B ti� BS b
4Q SLOAN +
lryrAE pro DELIIFA1/OBLEY.
C Err CC
b
GP �
ISBD
RC
SpL V DITCH MR TO
SEEsee\GREYR C N L. HO#ARp, ET AL
ERIC L. FORNEY. ET AL /
����� SEE INSET B FOR
*LLG�g ASf$OOO AR4ETTA IIII,CATHCART ** IMPACTS BEYOND
\ \ ROADWAY PROJECT LIMITS
TO*4 OF CUHr�...
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RS&H
NC FIRM LICENSE No: F-0493
ISBD PEGGY RIVENS
N
PERMIT DRAWING
'J SHEET 4 OF 9 0
3 ti
CIY
Srq. TO
,"7 6 40
SURFACE WATER IMPACTS
®DENOTES IMPACTS IN
SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

FROM -Y1
DETAIL A
SPECIAL LATERAL BASE DITCH
(Naito Srnle)
Natural ?:) \ Fill
Ground 3Slope
d D
Geote.nle B Min. D= 2.5 Ft.
Max.d= 1.7 Ft.
B= 1.0 Ft.
Type f Liner= 249 TONS CL B Rip -Rap
438 SY Geot-til.
z
O
w
K
3�
� ISF
/J Lis
ROM FROM -YIA- STA. 14+50 TO STA. 16+42 LT
DETAIL B
SPECIAL LATERAL 'V' DITCH �
( Not ro Srolel �
N°Nr°I \ °t Fill 3 ,��
Ground D 3p of Slope \ � ��V
Min. D= 3.0 H.
FROM -RA1- STA.10+62 TO STA.11+00 LT \\\\ \\�0N
FROM -Y1B- STA. 11+21 TO STA. 12+70 LT
FROM -Y1B- STA. 15+00 TO STA. 16+29 LT O
FROM -YIA- STA. 14+50 TO STA. 14+97 RT
DETAIL C
SPECIAL LATERAL 'V' DITCH
(Not to Srolel //
Fill
Groun Z') D
d
G°°t.rtil. Mi, D- 2.5 Ft. / EST 5 TON CL B RIP RAP —
Type of Liner- CL B Rip-R°p M... d= 2.1 R. ElT 1 SY III
TEJ�TTIL
(IXOry MOTOR COMP NY
FROM -RAI- STA.11+00 TO STA. 11+62 LT
(104 TONS CL B; 184 SY GEOTEXTILE) /
FROM -YIA- 15+50 TO STA. 16+34 RT /
(44 TONS CL B; 76 SY GEOTEXTILE)
DETAIL D SITE
STANDARD 'V' DITCH
(Nolto Scale)
N°turol 1 Notura1
round )0 D \0\ Ground
Ir
Min. D= 1 It
-RAI- STA.11+27 TO 11+30 LT \
P—=�)
esr //--\_ ,.
AKE NORI(IAN HOTEL. W.
rm
ETCH
TO SHEET ET
1
SPECIAL LATERAL V DITCH r Aq
SEE DETAIL B _ _ ST/q. 1 ,I + CO
24" RCP II Ir�li, 1 " RCP III
CB-F. ' II I��` EST TOE CL B P�
d1 EST 7 Y TEXTILE
\\ S E. CALDWELL
OR COMPANY SPECIAL LATERAL V DITCH \\
SEE DETAIL C
24' RCP -III
24" RCP -III
24" RCP -III
30"
u-
0
C
;I �v
a ECIAL LATERAL / SE DITCH
r SE DETAIL A
HW
D. *ATTS. ET AL I — ISFO
TOWN OF CORNELIUS -
UE PUE
PUE PUE
� ROBE NERD _
TEMPORARY SURFACE
WATER IMPACTS
-37,
D IL[ WO esr
1-I o
`SURFACE WATER
_CRYSTAL D.FOI
j SEE
i
RCP -I I
��, T
C /SEECIAL ILTEE L V DITCF{ ,
RCP-
�" - /SURFACE WATER IMPACTS
SPE ppppL LATE DITCH
L 4.. RY AFJAIL
m
, \
a ✓FRAY SLO\ 5
\
DITCH
C
ERIC L. FORNEY. ET AL
ARIiIIETTA IIII.CATHCART
PROJECT REFERENCE NO. SHEET NO.
C-5621 6
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
T OF Cunt...
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RS&H
NC FIRM LICENSE No: F-0493
ISBD PEGGY RIVENS
N
Asa/- h
_ 1
—y PERMIT DRAWING jco
'J SHEET 5 OF 9 0
Z
cly
3
16
0
Is
r'SURFACE WATER I PACTS
ST TO ' CL B RIP RAP\
S 28 S GEOTEXTILE
R
S�TEMPORARY� S RFACE
WATER IMPAC S
CGS
ITE 2B
HARD GRAHAM
/ SDI \ \
esr
0
h
�O
MB. TON L. HO#ARD. E T AL
\ SEE INSET B FOR
** IMPACTS BEYOND
ROADWAY PROJECT LIMITS
ili�u7� Ir I I �
INSET B
3
®DENOTES IMPACTS IN
SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER

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
-Y7- 11+79 RT
42" RCP and HW
< 0.01
26
2A
-Y1 A- 17+44 to -Y1 B- 12+49 LT/RT
Channel Relocation
0.05
< 0.01
397
16
2B
-Y1 B- 18+27 LT
Rip Rap Outlet
< 0.01
< 0.01
12
10
3
-RA1- 11+30 LT
Channel Relocation
0.01
92
TOTALS":
0.06
< 0.01
527
26
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb