20190231 Ver 1_U-3467 Response to NCDWR - Union County June 14 2019_20190614

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
June 14, 2019
N.C. Department of Environmental Quality
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699
ATTN: Ms. Amy Chapman
Transportation Permitting Branch Supervisor
Dear Madam:
JAMES H. TROGDON, III
SECRETARY
Subject: Response to NCDWR On Hold Letter dated May 9, 2019 for the extension and
relocation of NC 84 from NC 16 to SR 1008 (Waxhaw-Indian Trail Road) in Union
County. Federal Aid Project No. STP-1316(10), WBS 39019.1.1, Division 10, TIP
No. U-3467.
Reference: 404/401 Individual Permit Application dated February 21, 2019
NCDWR On Hold Letter dated May 9, 2019
On May 9, 2019, NCDWR sent a letter placing the permit application for the above -referenced
project on hold, requesting an additional review of the stormwater detention and treatment
measures and requesting increases in size where possible to address public concerns on the project,
especially swales, ditches, and measures for the existing roadway.
NCDOT investigated several areas where there was potential room to accommodate additional
grass swales, and these areas are described below and shown in the attached drainage plans. After
coordination and discussion with additional NCDOT staff, it was determined that these locations
were not feasible due to project constraints and/or would not offer any appreciable measure of
improved stormwater treatment. In addition, the right of way and extensive utility impacts
additional treatment would require make these options impractical for this project. The current
design meets the design requirements for the watershed/river basin.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
NATURAL ENVIRONMENT SECTION Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
Website: www.ncdot.gov
RALEIGH NC 27699-1598

Additional areas that were investigated are identified below and shown in the attached drawings:
• Plan sheet 4: This swale would have to extend a significant distance downhill to get the
appropriate depth and would extend well beyond the proposed ROW.
• Plan sheet 14, north and south side: This area has steep slopes leading down to Culvert
Branch. The proposed ditch from -L- Sta. 159+85 to Sta. 161+46 Rt. has a 3.6% slope and
a high velocity. Installing a swale on either side of the road in this location would require
an extensive cut to flatten out the ditch to meet swale criteria. Additionally, the swales
would extend past ROW.
• Plan sheet 15, north and south side: This area has sidewalk curb and gutter. The roadway
drainage will be picked up by the proposed storm drain system. A grass swale would not
provide any treatment of the roadway drainage in this area.
• Plan sheet 16, north and south side: This area has sidewalk and curb and gutter. The NC
84 roadway drainage will be picked up by the proposed storm drain system. The majority
of the roadway drainage from SR 1574 would not be picked up by the proposed swale.
These swales would also potentially extend past the proposed construction easement.
• Plan sheet 18/19: The currently proposed cut ditch has a steep slope (2.5% to 3.1%). To
meet swale criteria, there is a potential for major impacts to the currently proposed ROW.
We believe our additional investigative efforts have satisfied the request for stormwater review
and the project can be removed from On Hold status and the processing of our application can
proceed.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Erin Cheely at [e-mail] or [phone].
Sincerely,
U 2, Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List
U-3467 Response to NCDWR On Hold Letter Page 2 of 2

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See Sheet I A For Index of Sheets
T 0 1'485
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BEGIN TIP PROJECT U
,I+7U,
D
0
BEGIN CULVERT
-L- STA. 80+77.93
END CULVERT
-L- STA. 81 + 08.07
3467
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
UNION
COUNTY
CO
000
CV
LOCATION: SR 1316 (REA ROAD EXTENSION)I Z z
FROM NC 16 TO SR 1008
(WAXHAW-INDIAN TRAIL ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURES, &
DRAINAGE REDLINES
CALYX - 4-22-2019
PM - D. BOCKER
DE - A. THOMPSON
0
Z coz
1.0,
2(� BEGIN BRIDGE
-L- POT STA. 179 + 11.25
p a END CULVERT LL
2 N cc, -L- STA. 160 + 13.87 LL
BEGIN CULVERT W
-L- STA. 159 + 72.21 �
00
� a �
W
00 3
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II (WIDENING) & METHOD III (NEW--JLOCATION)
THERE IS A DESIGN EXCEPTION FOR HORIZONTAL CURVE RADIUS ON —Yl—, —Y5— AND —Y6— , (STOP CONDITIONS)
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF WESLEY CHAPEL AND WEDDINGTON
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT EXCEPT U—TURN BULBS HAVE FULL CONTROL OF ACCESS.
Qq-
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END BRIDGE
SIGNALS
-L- POT STA. 181 + 32.75
i
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
U-3467
I
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
39019.1.1
STP-1316(10)
P.E.
39019.2.1
STP-1316(10)
Rwl UTL.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�6- UPGRADE EXISTING SIGNAL
NEW SIGNAL
IND TIP PROJECT U-3467
L- POT STA 258 + 50,00
q �
BEGIN RETAINING WALL
-L- STA. 2 2 9 + 2 0.00 RT
o a
Q� a
Q �0-
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1,
RETAINING WALL
-Y7- STA. 20 + 5 0. 00 LT
SCALES
50 25 0 50 100
DESIGN DATA
ADT 2019 - 23,608
ADT 2039 = 321648
—
DHV - 10 %
p = 60 %
= ° *
T 4 /°
V = 50 MPH
* — ° °
TTST -1 /o DUAL 3 /o
F U N C CLASS =
URBAN MINOR ARTERIAL
REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT U-3467 = 4.822 MILES
_
LENGTH STRUCTURES TIP PROJECT U-3467 0.042 MILES
—
TOTAL LENGTH TIP PROJECT U-3467 - 4.863 MILES
Prepared in the office of.
1_ CALYX
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HYDRAULICS ENGINEERGRAPHIC
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2018 STANDARD SPECIFICATIONS
JOHNNY BANKS
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RIGHT OF WAY DATE:
MAY 31, 2018
CALYX E e� C
PROJECT MANAGER
STEPHEN C. BROWDE PE
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ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
LETTING DATE:
S E PT EM B E R 17, 2 01 9
PROFILE
O LE
10 5 0 10 20
CALYX E & C
PROJECT DESIGN ENGINEER
NCDOT CONTACT: BRYAN KEY, PE
CENTRAL PROJECT MANAGER IN TECHNICAL SERVICES
PROFILE VERTICAL

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W N INV. OUT=632.8 / \,
64 T = 13.9' 2'+ 9 9 w
6 64 IN w
I
639 _ Co `9 (rid• O /
- 40.6' o � / 2SBKD WD
ANC R
IN .IN=632.9' d "' V O �� / O)
1 IN=632.9' o "✓ Q m �Q X E T �v N 36 0 s
9IV. OUT=632.9 CO EIR
e I x €o 6 . u MICH L& M ICA
o 3g 6�6 DBP39H9P G2363 � A� 6s0
s
-19
L
m � � � T � 63
N bg b� Q n S2
m TIE TO EX. CURB & GUTTER 7 S 09.00
^ m Sf
�C� sg N l7° 19' 52.3" E 35 316.2g, 2° W Z
m
s
9 co
638_
gq
-C V' a 63� 635 634 (10,
In - 3
n �A� w = 6 648
- _,
� v cn s 0') �
633 � 64�
c9
r9
a z 632 sib p �F� 3 AVE D to RS
�g 6 1-7 CO C ETE SIDEWALK /MEDIAN
4
NOTES:
SEE SHEET 44 FOR -Y7- PROFILI]
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