20140285 Ver 3_Application_20160520

Carpenter, Kristi
From: Rivenbark, Chris
Sent: Friday, May 20, 2016 10:02 AM
To: Andrew Williams (Andy); Wrenn, Brian L
Cc: AI-Ghandour, Majed N; Chapman, Amy; [e-mail]; Jones, Brandon H;
King, Art C; Koch, Thomas K; Carpenter,Kristi; Lauffer, Matthew S; Mellor, Colin;
NCDOT Service Account - Roadway Design; Staley, Mark K; Wilson, Travis W.; Twisdale,
John W; Wilkins, Ronald B; Merritt, John S; AI-Sharawneh, Ahmad A; Ayscue, Phillip W;
Harmon, Beth; [e-mail]; Cynthia VanDerWiele; Joyner, Drew;
Militscher, Chris ([e-mail]); Monte Matthews
([e-mail]); Tony Able ([e-mail])
Subject: Permit Modification Request for R-0623, Montgomery County
The permit modification request for R-0623 has been prepared. The electronic copy can be viewed/downloaded at
https://connect.ncdot.gov/resources/Environmental/
This email serves as our modification request submittal to the U.S. Army Corps of Engineers and the N.C. Division of
Water Resources.
Chris Rivenbark
Project Development & Environmental Analysis
Natural Environment Section
North Carolina Department of Transportation
919-707-6152 office
crivenbarka-ncdot.gov
1598 Mail Service Center
Raleigh, NC 27699-1598
1020 Birch Ridge Drive
Raleigh, NC 27610
5�Nothing Compares -,k -,-
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Transportation
May 20, 2016
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Raleigh, North Carolina 27587
ATTN: Mr. Andy Williams
NCDOT Coordinator
Dear Sir:
PAT McCRORY
Governor
NICHOLAS J. TENNYSON
Secretary
Subject: Request for Modification of the Section 404 Nationwide Permits 23, 13, and
Section 401 Water Quality Certification for the proposed NC 24/27 Troy
Bypass from west of SR 1138 (Dairy Road) to just east of Little River,
Montgomery County, Division 8. WBS Element No. 34352.1.1, TIP No. R-0623
Debit $570.00 from WBS Element No. 34352. 1.1
REFERENCE: USACE Individual Permit, Action ID No. SAW -2004-01203, September
25, 2014.
NCDWR Section 401 Water Quality Certification, and Isolated Wetlands Permit,
Project No. 20140285 vl, Certification No. 003992, May 23, 2014.
Dear Sir:
The purpose of this letter is to request a modification to the United States Army Corps of
Engineers (USACE) Section 401 Individual Permit and North Carolina Division of Water
Resources (NCDWR) Section 401 Water Quality Certification for the above -referenced project.
In addition to this cover letter, please find enclosed the revised Division of Mitigation Services
(DMS) Acceptance Letter, revised permit drawing sheet nos. 1, 55, 56, 90, and 91 as well as 4
additional permit drawings.
The modification request is to accommodate a request from the Town of Troy. The design was
revised to provide a free movement connection to the town. Public officials felt an intersection
would discourage travelers and make it difficult for locals who have always had free movement
to the town. A grade separated crossing has been added on Troy -Candor Road over the Troy
Bypass, along with connecting roadways in the northwest and southeast quadrants. These
changes will replace the directional crossovers and U-turn bulb outs along the Troy Bypass in the
vicinity of Troy -Candor Road. In addition, these changes will allow for uninterrupted traffic
movements on Troy -Candor Road across the Bypass and will eliminate the need to make U-turn
movements from the Bypass to access Troy -Candor Road.
Nothing Compares_
State of North Carolina I Department of Transportation I PDEA-Natural Environment Section
1020 Birch Ridge Drive, 27610 1 1598 Mail Service Center I Raleigh, North Carolina 27699-1598
919-707-6000 T 919-212-5785 F

Proposed permanent impact increases include:
• An additional 38 feet of permanent stream impacts have been added to permit site 15 due
to bank stabilization associated with the 66" culvert.
• Stream impacts for new permit site 25 are associated with the stream crossing at the
proposed Ramp D due to a 72" culvert. This will result in 270 linear feet of permanent
and 28 linear feet of intermittent stream impacts for this site.
• Stream impacts for new permit site 26 are due to raising the grade on Troy -Candor road
to accommodate the new interchange. This will result in 66 linear feet of permanent
impacts, 7 linear feet of temporary impacts, and 8 feet of bank stabilization.
Compensatory Mitigation
With the additional impacts at these 3 sites, the project will permanently impact 5,298 feet of
warm water streams. Of these 5,298 feet, there are 393 feet of bank stabilization that do not
require mitigation by the USACE, resulting in 4,905 feet of stream impacts requiring USACE
mitigation. The USACE requires 2:1 mitigation for 3,398 feet (perennial) and 1:1 mitigation for
1,507 feet (intermittent) of stream impacts. NCDWR requires 1:1 mitigation for 3,483 feet of
stream impacts (perennial including bank stabilization). Therefore, the total USACE mitigation
requirement exceeds the NCDWR requirement. The mitigation requirements of 4,905 feet of
permanent warm water stream impacts will be provided by DMS for R-0623.
Regulatory Approvals
Section 404: We are hereby requesting the modifications described above for the USACE
Individual 404 Permit SAW -2004-01203, issued September 25, 2014, for the above-described
activities.
Section 401: We are hereby requesting a modification to the 401 Water Quality Certification
from the NCDWQ Certification No. 003992, issued May 23, 2014. In compliance with Section
143-215.3D(e) of the NCAC, we will provide $570.00 to act as payment for processing the
Section 401 permit modification.
A copy of this modification request and its distribution list will be posted on the NCDOT website
at: https:Hconnect.ncdot.gov/resources/Environmental
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact John Merritt at 919-707-6140 [e-mail].
Sincerely,
1�®
Philip S. arris, P.E., C.P.M.
Natural Environment Section Head
cc:
NCDOT Permit Application Standard Distribution List.
Page 2 of 2

Mitigation Services
ENVIRONMENTALOUALITV
May 13, 2016
Mr, Philip S. Harris, IIl, P.E., CPM
Natural Environment Unit
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Mr. Harris:
Subject: Mitigation Acceptance Letter:
PAT MCCROR"
Governor
DONALD R. FLAN DER VAART
TIP Number R-0623, Troy Bypass - NC 24 / 27 from SR 1138 (Dairy Road) to East of
the Little River, Montgomery County
Reference: USACE 404 Individual Permit issued September 25, 2014 (USACE Action ID 2004-
01203)
NCDWR 401 Water Quality Certification (WQC) issued August 14, 2014 (NCDWR ID
2014-0285)
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide
the additional stream and riparian wetland mitigation for the subject project. Based on the information supplied
by you on May 13, 2016, the additional stream and riparian wetland impacts are located in CU 03040104 of the
Yadkin River Basin in the Southern Piedmont (SP) Eco -Region, and are as follows:
Table 1— Additional Imbacts (feet / acres)
Yadkin
03040104
Sp
Stream
Wetlands
Buffer (Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-
Coastal
Zone 1
Zone 2
Riparian
Marsh
(3:1)
(1.5:1)
Impacts (feet/acres)
0
0
382.0
0.02
0
0
0
0
*NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. NCDMS is providing riparian wetland
credits for all wetland impacts associated with this project. See permit application for details.
These impacts and associated mitigation needs were not projected by the NCDOT in the 2016 impact data.
DMS is currently providing stream and riparian wetland mitigation for the impacts associated with this project
located in cataloging unit 03040104 of the Yadkin River basin as required by the 404 and 401 permits issued in
September 2014 and August 2014, respectively, as shown in the below table (in mitigation credits):
State of North Carolina Environmental Quality Mitigation Services
1652 Mail Service Center 1 217 W. Jones Street, Suite 3000 1 Raleigh, NC 27609-1652
919 707 8976 T

Mr. Harris
TIP R-0623
May 13, 2016
Page Two
Table 2 — Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based
on 2015 permits) and Revised Anticipated Impacts (based on mitigation reauest)
*Some of the additional wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
DMS will provide the amount of mitigation as determined by the regulatory agencies.
This mitigation acceptance letter replaces the mitigation acceptance letters issued on February 25,
March 7, and July 28, 2014. In accordance with the directive from the February 8, 2011 IRT meeting, non -
riparian wetland impacts located in the mountain and piedmont areas of North Carolina will be accepted as
requested but mitigated utilizing riparian wetland mitigation credits. DMS commits to implementing sufficient
compensatory warm stream mitigation and riparian wetland mitigation credits to offset the additional impacts.
This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS
will commit to implement sufficient compensatory mitigation credits to offset the additional impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of
the In -Lieu Fee Instrument dated July 28, 2010.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919 -707 -
Sincerely,
James . Stanfill
Credit Management Supervisor
Cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-0623 Additional
Total Permitted
Mitigation Provided by
Additional
Impact Type
Impacts
DMS per Issued
Impact (for
Revised Total
(feet / acre / sq ft)
Permits (Credits)
approval)
Impacts*
Stream
4,569.0
7,697.0
382.0
4,951.0
Riparian Wetland
1.23
2.40
0.02
1.25
*Some of the additional wetland impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
DMS will provide the amount of mitigation as determined by the regulatory agencies.
This mitigation acceptance letter replaces the mitigation acceptance letters issued on February 25,
March 7, and July 28, 2014. In accordance with the directive from the February 8, 2011 IRT meeting, non -
riparian wetland impacts located in the mountain and piedmont areas of North Carolina will be accepted as
requested but mitigated utilizing riparian wetland mitigation credits. DMS commits to implementing sufficient
compensatory warm stream mitigation and riparian wetland mitigation credits to offset the additional impacts.
This impact and associated mitigation need were under projected by the NCDOT in the 2016 impact data. DMS
will commit to implement sufficient compensatory mitigation credits to offset the additional impacts associated
with this project as determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of
the In -Lieu Fee Instrument dated July 28, 2010.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919 -707 -
Sincerely,
James . Stanfill
Credit Management Supervisor
Cc: Mr. David Bailey, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NCDWR
File: R-0623 Additional

See Sheet 9-A For Index of Sheets
WTHIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY OF TRO
OSITE SA
-L2- STA. 28+91.05 L.B.=. SITE 5B
-Ir STA. 28+83.70 L.A. SITE 5C
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BEGIN RCBC
2012 STANDARD SPECIFICATIONS
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h
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BEGIN BRIDGE r—
END BRIDGE
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BEGIN TIP PRO ECT R-0623
-LI- STA. 17 + 00.00
-LI- STA. 15+50.00
BEGIN CONSTRUCTION
* TRAFFIC SIGNAL
STATIC OF NORTH � CAROLINA
DIVISION OF HIGHWAYS
MONTGOMERY COUNTY
LOCATION. NC 2427 TROY BYPASS FROM WEST OF SR 1138
(DAIRY ROAD) TO JUST EAST OF LITTLE RIVER
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES
SIGNALS AND SIGNING
WETLAND AND SURFACE WATER IMPACTS PERMIT
/ SITE 19C
7
'ON
SITE 19B
SITE 19
SITE 19A
l -L- POC 283+50.84
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END CONSTRUCTION
NORTH
p
SITE 20
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SITE 24A
CAAELSIE RD
ADT 2040 = 9300 - 18,200
DHV = 10 %
L- POC 283+73.85 -YIOA-
ENO RCBC
RELOCATION
SITE 24
(SR 1519)
2012 STANDARD SPECIFICATIONS
NOTE: THIS PROJECT IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
Permit Drawing
Sheet 1 of 91
Revised 5/13/2016
_y9_
PAGE ST
N (SR 1332)
C ^ /
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-Y10-
PROJECT LENGTH
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26
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(SR 1324)
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L- POC 283+73.85 -YIOA-
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1000 Birch Ridge Dr., Raleigh NC, 27610
4�
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18
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2012 STANDARD SPECIFICATIONS
PLANS
_Y10-
SITE
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P.E.y
SIGNATURE.
O
(SR 1586)
T —_ 17 %
V 60 MPH
' TTST =12% DUAL 5%
LENGTH STRUCTURES TIP PROJECT R-0623 = 0.131 MILES
RIGHT OF WAY DATE:
JANUARY 30, 2013
G. E. BREW, P.E.
=
o
r ti
Q
ROADWAY DESIGN
ENGINEER
SITE 22
PROJECT ENGINEER
PROFILE (HORIZONTAL)
D
-L- STA 338 + 09.13?0
TOTAL LENGTH OF TIP PROJECT R-0623 = 6.649 MILES
BEGIN BRIDGE
FN p
_
��
LETTING DATE:
NOVEMBER 18. 2014
I.T. YOUNIS
P.E.
—T—
0
-L- STA 341+29.25
+/- y4
PROFILE (VERTICAL)
END BRIDGE
�2
v
END TIP PROJECT R-0623
—L— STA. 368 + 00.00
PRELIMINARY ][CLANS
DO NOT U5E FOR CONSTRUCTION
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in Me Office of.
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
ADT 2014
DIVISION OF HIGHWAYS
NORTH
50 25 0 50 100
= 6610 - 12,641
pQ C
'4.p0
ADT 2040 = 9300 - 18,200
DHV = 10 %
LENGTH ROADWAY TIP PROJECT R-0623 = 6.518 MILES
1000 Birch Ridge Dr., Raleigh NC, 27610
4�
r
2012 STANDARD SPECIFICATIONS
PLANS
D = 55 %
P.E.y
SIGNATURE.
O
50 25 0 50 100
T —_ 17 %
V 60 MPH
' TTST =12% DUAL 5%
LENGTH STRUCTURES TIP PROJECT R-0623 = 0.131 MILES
RIGHT OF WAY DATE:
JANUARY 30, 2013
G. E. BREW, P.E.
=
o
r ti
Q
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
TOTAL LENGTH OF TIP PROJECT R-0623 = 6.649 MILES
FN p
l0 5 0 to 20
LETTING DATE:
NOVEMBER 18. 2014
I.T. YOUNIS
P.E.
—T—
T of TRpNSQ
STATE OF NORTH CAROLINA
FUNCTIONAL CLASSIFICATION
RURAL ARTERIAL
REGIONAL TIER PROJECT
PROJECT DEslcx ENGINEER
PROFILE (VERTICAL)

L

I
FOR PROFILE OF LINE -L- SEE SHEETS 45
PROJECT REFERENCE NO. SHEET NO.
AND 46 R-0623 1 22
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SITE 25
Permit Drawing
Sheet 1 of 4
Added 5/13/2016

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SEE DETAIL '22B-2'
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SITE 26
TREES
POND
--------------------------
FOR DRAINAGE DITCH DETAILS SEE
SHEETS 213-1 THRU 210-3
- 5" MONOLITHIC CONC. ISLAND
00
CO
z
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
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GRAPHIC 'SCALE
5/
RICKY HARRIS
PLANTED DB 489 PG 509
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CLASS 'B' RIP RAP
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H2B'
A = 12' 58' 43..pT (RT)
R
HYDRAULICS
D = 3° 49'11.0'
D = 2` 00'00.0'
TOE PROTECTION /
T 'V' DITCH
42B-3'
Tc
SEE DETAIL 22B-1
SEE DETAIL
L = /85.4/'
-CL'B' RIP RAP
T = 166.07'
EST. 30 TONS
T = 93.10'
Win. D=l Ft.
'ES . 75 SV GF P`//
R = 1,500.00'
R = 2,864.79'
-_.� �
END
C/A
e = SEE PLANS
R0623-4 (GPS)
e = EXISTING
DIRECTIONAL ONLY
END OF PIPE N/A
—BY8— POT 15+96.14
PASTURE
POND
--------------------------
FOR DRAINAGE DITCH DETAILS SEE
SHEETS 213-1 THRU 210-3
- 5" MONOLITHIC CONC. ISLAND
00
CO
z
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
100' 0' 100' 200' 300'
GRAPHIC 'SCALE
5/
RICKY HARRIS
PLANTED DB 489 PG 509
PINES PC D SLIDE 124D
CLASS 'B' RIP RAP
EST. 3 TONS
EST. 11 SY GF SPECIAL CUT
BASE DITCH
SEE DETAIL '22B-5'
END C/A
— TJ3EES C _ �
SR 1554 TROY -CANDOR RD
�►_ —Y8REV
,ITCH
4E• wD lL � ��
To ea✓�b
IEV-+80.00
50'
EV- +69.00 SPECIAL CUT
BASE DITCH
SEE DETAIL '2213-5'
PASTURE
86 DETAIL 22B-1 DETAIL 2213-2
TOE PROTECTION STANDARD BASE DITCH
(Not to Sc°Ie1 INot to Scalel
BENSON MORRIS Notprul Nnturol
DB 283 PG 265 �p� Ground D 1.� Ground
Notuml .1,.1 `�S° d
Ground b f
Imo— = d Geatenile B Min. D=1 R.
Mar, F Ft.
d=1 H.
6=2 Ft. GeoHHtile 8=3-55 k.
Type of J.—CIE B Rip-Rop Type of Liner=CL I Rip-R°p
FROM-Y8REV- STA. 31+80 TO STA. 33+30 RT-Y8REV- STA. 34+04+/- LT
-RPD- STA. 11+14+/- RT
L
FROM-Y8REV- STA. 35+70 TO STA. 36+50 Rl
SHEET NO.
-Y8REV—
PROJECT REFERENCE NO.
DETAIL 22B-3
R-0623
PI Sta 32+7724
P/ Sta 37+05.2/
P1 Sta 39+/5.44
LATERAL' e SDRCH
A = l2' 38' 05.9" (LT)
L = 3' 29' 37.0' (RT)
A = 12' 58' 43..pT (RT)
b
HYDRAULICS
D = 3° 49'11.0'
D = 2` 00'00.0'
D = I O( 00.0
No,uwl j —' FII
ENGINEER
L = 330.78'
L = /7468'
L = /85.4/'
Ground:, D �A H. Slope
T = 166.07'
T = 87.3T
T = 93.10'
Win. D=l Ft.
R = 1,500.00'
R = 2,864.79'
R = 8185/'
1, FC
e = SEE PLANS
e = SEE PLANS
e = EXISTING
FROM-YBREV- STA. 33+37 TO STA. 34+75 RT
L
FROM-Y8REV- STA. 35+70 TO STA. 36+50 Rl
IINCOM PLE
SHEET NO.
DO NOT USE FOR
PROJECT REFERENCE NO.
PRELIMINARY
R-0623
22B
CONSTRUCTION
RN✓ SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
IINCOM PLE
E ]PLANS
DO NOT USE FOR
/ W ACQUISITION
PRELIMINARY
]PLANS
DO NOT USE FOIL
CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR PROFILE OF-Y8REV- SEE SHEET 57
FOR PROFILE OF-DR2213- SEE SHEET 58
Permit Drawing
Sheet 2 of 4
Added 5/13/2016
DETAIL 226-5
SPECIAL CUT BASE DITCH
IN— to Sm16)
N—1
Gr°pnd a:, TN
�D� P°��t slope
L J Min. D=1 Ft.
B=2 Ft.
FROM-Y8REV- STA. 36+50 TO STA. 38+50 RT
FROM-Y8REV- STA. 36+00 TO STA. 36+50 LT

Z
O
K
L
O
01
i -
CN
M
N N
N
Qf W
00 ,^
N
W W
W
Z cn -
r
TOE PROTECTION
SEE DETAIL 22B-1
W/CL 'B' RIP RAP
/��ST. 30 TONS
S . 75 SY GF
DIRECTIONAL ONLY
END OF PIPE N/A
POND
CLASS 'B'
E PLANS
—Y8REV—
RIP RAP
DETAIL 22B-3
R-0623 22B
EST. 1TONS
P/ Sta 37+05.2/
P1 Sta 39+/5.44
EST. 5 SY GF
A = 12' 38' 05H (LT)
' ,r✓ STANDARD BASE DITCH
A = 12' 5B43.T (RT)
b
SEE DETAIL '22B-2'
D = 3° 49'11.0'
D = 2` 00'00.0'
r✓t
EST. 12 CY DDE
No,uwl j —' FII
STANDARD BASE DITCH
EST. 15 TONS_CL 'I' RIP RAP
EST. 20 SY GF -
L = /7468'
SEE DETAIL '22B-2'
EST. 7 CY DDE
EST 10 TONS CL 'T RIP P
PLANTED
I/r
/
EST. I4. SY GF
PINES
T = 93.10'
Min. D=1 F1.
SITE 26
TREES 4> ._p
--CAT 'V' DITCH J F
SEE DETAIL '22B-3'
END C/A
R0623-4 (GPS)
—BY8— POT 15+96.14 PASTURE
FOR DRAINAGE DITCH DETAILS SEE
SHEETS 213-1 THRU 210-3
- 5" MONOLITHIC CONC. ISLAND
00
CO
z
DENOTES IMPACTS IN
SURFACE WATER
WN DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
100' 0' 100' 200' 300'
GRAPHIC 'SCALE
5/
RICKY HARRIS
PLANTED DB 489 PG 509
PINES PC 0 SLIDE 124D
CLASS 'B' RIP RAP
EST.3 TONS
EST. 11 SY GF SPECIAL CUT
BASE DITCH -
SEE DETAIL '22B-5'
END C/A
.. .. _. ..
_— —TREES c _ C
4� SR /554TROY-CANER RD
�►_-YBREV—
IITCH
48' W0 IL _
` 7'0 CANS
— ---- R— c -- R �� 7SS8
i
iEV- +80.00
50'
E�V5- +69.00 SPECIAL CUT
\ BASE DITCH L1
SEE DETAIL '22B-5'
PASTURE
86 DETAIL 22B-1 DETAIL 2213-2
TOE PROTECTION STANDARD BASE DITCH
I Nw to Sc°Ie1 1 Nof,o 5<alel
BENSON MORRIS No,u,ol NPhirol
DB 283 PG 265 SPS Ground D 1.� Ground
Notuml
Ground b f
Imo— = Geatenile B Min. D=1 Ft.
d
Mar, d=1 Ff.
d=1Ft =3-5
b=2 Ft. GeoHHtile 8 k.
Type of U.—CIE B Rip-Rop Type of Line,=CL I Rip-R°p
FROM-Y8REV- STA. 31+80 TO STA. 33+30 RT-Y8REV- STA. 34+04+/- LT
-RPD- STA. 11+14+/- RT
FROM-Y8REV- STA. 35+70 TO STA. 36+50 RT
E PLANS
—Y8REV—
/ W ACQUISITION
DETAIL 22B-3
R-0623 22B
PI Sta 32+7724
P/ Sta 37+05.2/
P1 Sta 39+/5.44
LATERAL' e SDRCH
A = 12' 38' 05H (LT)
L = 3' 29' 37.0' (RT)
A = 12' 5B43.T (RT)
b
D = 3° 49'11.0'
D = 2` 00'00.0'
D = I O( 00.0
No,uwl j —' FII
L = 330.78'
L = /7468'
L = 185.4/'
Ground:, D �A H. SIPPe
T = 166.07'
T = 87.3T
T = 93.10'
Min. D=1 F1.
R = 1,500.00'
R = 2,864.79'
R = 8185/'
1, FC
e = SEE PLANS
e = SEE PLANS
e = EXISTING
FROM-YBREV- STA. 33+37 TO STA. 34+75 RT
FROM-Y8REV- STA. 35+70 TO STA. 36+50 RT
IINCOMPLE
E PLANS
PROJECT REFERENCE NO. SHEET NO.
/ W ACQUISITION
PRELIMINARY
R-0623 22B
DO NOT USE FOIL
CONSTRUCTION
RM7 SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINCOMPLE
E PLANS
W NOT USE FOR
/ W ACQUISITION
PRELIMINARY
PLANS
DO NOT USE FOIL
CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR PROFILE OF—Y8REV— SEE SHEET 57
FOR PROFILE OF—DR2213— SEE SHEET 58
Permit Drawing
Sheet 3 of 4
Added 5/13/2016
DETAIL 226-5
SPECIAL CUT BASE DITCH
IN— Sr°le)
Nonm°I
TN
�D�
L J Min. D=1 FI.
B=2 Ff.
FROM-Y8REV- STA. 36+50 TO STA. 38+50 RT
FROM-Y8REV- STA. 36+00 TO STA. 36+50 LT

SITE 26
Permit Drawing
Sheet 4 of 4
Added 5/13/2016

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Roadway Fill
Site
No.
Station
(From/To)
Structure
Size /Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation Mechanized
in Clearing
Wetlands in Wetlands
(ac) (ac)
8n
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)
<0.01
11
2
L 30+39 to 30+81 Rt
15"
<0.01
<0.01
<0.01
<0.01
39
34
3
L 53+20 to 55+42
2@8'x6' RCBC
0.02
0.02
0.03
<0.01
294
24
4
L 70+83 to 73+70
60" RCP IV
0.02
0.06
0.02
<0.01
271
73
2@10'x7' RCBC
0.05
<0.01
295
17
5
L 75+30 to 84+50
Bank Stabilization
0.01
62
5A
Roadway Fill
0.04
0.02
500
5B
Roadway Fill
0.01
5C
Pond
0.02
0.02
0.34
6
L 120+95 to 121+90 Lt
Roadway Fill
0.08
7
L 122+87 to 123+78
Bank Stabilization
<0.01
43
7A
L 124+42 Lt
Bank Stabilization
<0.01
16
7B
L 124+91 to 128+04
Roadway Fill
0.16
0.02
<0.01
355
72
8
L 131+38 to 132+10 Lt
Roadway Fill
<0.01
<0.01
<0.01
10
9
L 137+97 to 138+55
Roadway Fill
0.03
10
L 150+48 to Y6 11+00 Rt
Roadway Fill
0.14
<0.01
0.13
1 10'x6' RCBC
0.03
0.01
319
56
11
L 187+35 to 188+66
Bank Stabilization
<0.01
47
Roadway Fill
0.01
0.01
105
21
11A
L 187+80 to 187+98
Bank Stabilization
<0.01
6
12
L 203+49 to 206+55
2@12'x8' RCBC
0.10
0.01
499
38
13
L 228+85 to 229+98
Roadway Fill
0.05
0.04
54" RCP IV
0.02
0.01
229
60
14
L 241+68 to 242+88
Bank Stabilization
<0.01
12
66" RCP -IV
0.02
<0.01
370
31
15
L 250+61 to 251+71
Bank Stabilization
<0.01
51
TOTALS:
0.68
0.04
0.27
0.68
0.08
3660
452
Stream Bank Stablization Sites 1-15 =
ATN Revised 3/31/05
248
feet
Permit Drawing
Sheet 90 of 91
Revised 5/ 13/2016
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MONTGOMERY COUNTY
WBS - 34352.1.1 (R-0623)
SHEET 5/13/2016
Roadway Fill
0.13
0.02
0.01
<0.01
136
16
1
L2 26+14 to 28+48
Bank Stabilization
<0.01
11
2
L 30+39 to 30+81 Rt
15"
<0.01
<0.01
<0.01
<0.01
39
34
3
L 53+20 to 55+42
2@8'x6' RCBC
0.02
0.02
0.03
<0.01
294
24
4
L 70+83 to 73+70
60" RCP IV
0.02
0.06
0.02
<0.01
271
73
2@10'x7' RCBC
0.05
<0.01
295
17
5
L 75+30 to 84+50
Bank Stabilization
0.01
62
5A
Roadway Fill
0.04
0.02
500
5B
Roadway Fill
0.01
5C
Pond
0.02
0.02
0.34
6
L 120+95 to 121+90 Lt
Roadway Fill
0.08
7
L 122+87 to 123+78
Bank Stabilization
<0.01
43
7A
L 124+42 Lt
Bank Stabilization
<0.01
16
7B
L 124+91 to 128+04
Roadway Fill
0.16
0.02
<0.01
355
72
8
L 131+38 to 132+10 Lt
Roadway Fill
<0.01
<0.01
<0.01
10
9
L 137+97 to 138+55
Roadway Fill
0.03
10
L 150+48 to Y6 11+00 Rt
Roadway Fill
0.14
<0.01
0.13
1 10'x6' RCBC
0.03
0.01
319
56
11
L 187+35 to 188+66
Bank Stabilization
<0.01
47
Roadway Fill
0.01
0.01
105
21
11A
L 187+80 to 187+98
Bank Stabilization
<0.01
6
12
L 203+49 to 206+55
2@12'x8' RCBC
0.10
0.01
499
38
13
L 228+85 to 229+98
Roadway Fill
0.05
0.04
54" RCP IV
0.02
0.01
229
60
14
L 241+68 to 242+88
Bank Stabilization
<0.01
12
66" RCP -IV
0.02
<0.01
370
31
15
L 250+61 to 251+71
Bank Stabilization
<0.01
51
TOTALS:
0.68
0.04
0.27
0.68
0.08
3660
452

Stream Bank Stablization Sites 16-26 = 145 feet
Permit Drawing
Sheet 91 of 91
Revised 5/13/2016
WETLAND PERMIT IMPACT 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 Mechanized
in Clearing
Wetlands in Wetlands
(ac) (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)
16
L 262+36 to 264+32
30" RCP -III
0.14
0.01
17
L 264+70 265+86
54" RCP -111
0.10
0.01
0.03
0.01
<0.01
280
57
to
Bank Stabilization
<0.01
21
18
L269+62 272+04
42" RCP -111
0.11
<0.01
0.02
0.01
<0.01
297
44
to
Bank Stabilization
<0.01
22
19
L 282+75 to 283+36
Roadway Fill
0.04
19A
L 282+68 to 283+49
Roadway Fill
0.01
0.02
19B
L 283+33 to 283+47
2@11'x7' RCBC
<0.01
17
19C
L 283+47 284+20
2@11'x7' RCBC
0.05
340
to
Bank Stabilization
<0.01
9
20
L 316+99 to 317+88
Roadway Fill
0.05
21
L 338+46 340+55
Bank Stabilization
0.01
75
to
Causeways
0.08
112
22
L 350+09 to 352+49 Lt
Pond
0.55
23
L 362+75 to 364+14 Rt
Pond
0.48
24
Y7 15+26 to 15+49 Lt
Roadway Fill
<0.01
<0.01
24A
Y7 15+63 16+31
48" RCP
0.04
0.02
0.01
<0.01
240
18
to
Bank Stabilization
<0.01
10
25
RPD 11+14 11+73
to
72" RCP -IV
0.02
<0.01
270
28
26
YBREV 33+36 34+13
54" RCP -IV
0.01
<0.01
66
7
to
Bank Stabilization
<0.01
8
SHEET TOTALS SITES 16-24A):
0.49
0.02
0.11
1.14
0.10
1638
283
SHEET TOTALS (SITES 1-15):
0.68
0.04
0.27
0.68
0.08
3660
452
TOTALS:
1.17
0.06
0.39
1.82
0.17
1 5298
735
Stream Bank Stablization Sites 16-26 = 145 feet
Permit Drawing
Sheet 91 of 91
Revised 5/13/2016