20200267 Ver 1_Public Notice_20200302

US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: February 27, 2020
Comment Deadline: March 27, 2020
Corps Action ID Number: SAW-2020-00340
The Wilmington District, Corps of Engineers (Corps) received an application from the
North Carolina Department of Transportation (NCDOT) Rail Division seeking
Department of the Army authorization to discharge fill material into waters and wetlands
in Hydrologic Unit Code (HUC) 03020201 (Meuse River basin), associated with the
construction of the Rogers Road (SR2052) grade separation over the CSX S-Line
(Crossing No. 633 905 Y), TIP No. P-5707 in Wake County, North Carolina.
Specific plans and location information are described below and shown on the attached
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at:
hgps://www.saw.usace.anny.mi l/Missions/Regulatory-Permit-Program/Public-Notices/
Applicant: NCDOT Rail Division
Attn: James Bridges
1553 Mail Service Center
Raleigh, North Carolina 27699
AGENT (if applicable): Axiom Environmental, Inc.
Attn: Alexander Smith
218 Snow Avenue
Raleigh, NC 27603
Authority
The Corps evaluates this application and decides whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of the following Statutory
Authorities:
® Section 404 of the Clean Water Act (33 U.S.C. 1344)
Location
Location Description: The project is approximately 0.73 mile in length and encompasses
approximately 40 acres. It generally consists of the area within 100 feet of the center of
the existing Rogers Road, and outward along Heritage Center Drive and Grandmark
Street. In addition, the proposal includes a new driveway access to businesses on Rogers
Version 6.15.2017 Page 1

Road east of the railroad crossing, and a new alignment of Heritage Branch Road south of
Rogers Road.
Project Area (acres): 40 Nearest Town: Wake Forest
Nearest Waterway: Smith Creek River Basin: Neuse
Latitude and Longitude: 35.9525 N,-78.5238 W
Existing Site Conditions
The project corridor is located in the northern portion of Wake County, along existing
Rogers Rd., in the town of Wake Forest, within the Piedmont Physiographic Province of
North Carolina. The proposed corridor contains primarily commercial/industrial and
multi -family residential land uses occurring adjacent to the project area.
Water resources in the study area are located within NCDWQ sub -basin 23-27-(2) of the
Neuse River basin (U.S. Geological Survey [USGS] Hydrologic Unit [HU] 03020201).
All streams within the project area are classified as NCDWQ Class C; NSW waters. No
designated anadromous fish waters or Primary Nursery Areas are present in the study
area. No designated High Quality Waters (HQW), Outstanding Resource Waters (ORW),
or water supply watersheds (WS-I or WS-11) are located within 1.0 mile downstream of
the study area.
The project lies within the Neuse River Basin (USGS HU 03020201), and all streams
within the study area are subject to N.C. River Basin Buffer Rules.
The study area contains unnamed tributaries (UTs) of Smith Creek. The nearest stream
within the study area is approximately 0.5 mile upstream of Smith Creek. The North
Carolina Draft 2018 303(d) list of impaired waters identifies Smith Creek as impaired
due to poor benthic populations.
Delineations of streams and wetlands subject to Section 404 jurisdiction were performed
by biologists on June 25, 2019. Jurisdictional areas identified within the study area were
verified in a -mails by the USACE and NCDWR via desk -top determinations on
September 19 and September 20, 2018, respectively.
A Preliminary Jurisdictional Determination Request has been provided to the USACE,
with the approval requested as part of the permit application package.
Applicant's Stated Purpose
This project will primarily improve safety by separating automobile traffic from passing
trains. This project will also improve energy effectiveness by allowing passing trains to
stay up to speed, and cars to avoid a necessary stop for trains. This traffic separation will
reduce air quality emissions and improve overall transportation efficiency with a
minimum of environmental impact.
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Project Description
The crossing of Rogers Road with the CSX S-line is currently at grade. The NCDOT
proposes to construct a grade -separated crossing resulting in Rogers Road passing over
the existing track. The proposed project will remove the need for road traffic stoppage for
train passage, allow trains to remain at design speed through the crossing. In addition, it
would realign two roadways within the study area to maintain access adjacent to Rogers
Road. This will include a new driveway to connect businesses in the northeast quadrant
of the crossing with Rogers Road and relocation of Heritage Branch Road in the
southeast quadrant of the crossing. NCDOT's track improvements within the corridor
focus on increasing safety, reliability, and train speed.
Summary of Impacts:
Proposed impacts from the project are 987 linear feet of permanent stream channel
impacts, 88 linear feet of temporary stream channel impacts, and 0.01 acre of permanent
wetland impacts. These impacts are further outlined in the tables below.
Jurisdictional Streams Impacted by the Proposed Project
Site
JD
Stream Names
Permanent
Temporary
Permanent
Reference
Impact Type
Impacts
Impacts
(linearfeet)
(Unearfeet)
IA
Stream SA
UTl to Smith Creek
Culvert extension,
] 0
28
Bank stabilization
III
Stream SA
UTl to Smith Creek
Culvert extension,
15
369
Bank stabilization
2A
Stream SB
UT2 to Smith Creek
Roadway fill and
12
2
outlet pad
211
Stream SB
UT2 to Smith Creek
Roadway fill
22
86
2C
Stream SB
UT2 to Smith Creek
Roadway fill
29
470
3
Stream SC
UT3 to Smith Creek
Roadway fill
--
32
Total:
88
987
Jurisdictional Wetlands Impacted by the Proposed Project
Total
Permit
JD
Permanent
Mechanized
Excavation
Permanent
Site
Reference
Fill
Clearing
(acres)
Impacts
(acres)
acres
acres
2A
Wetland WA
0.01
--
--
0.01
Total:
0.01
-
-
0.01
Activities resulting in permanent fill in streams include culvert installation and
extensions, channel re -alignment, and stream channelization activities.
Version 6.15.2017 Page 3

Bank stabilization activities are a separate type of fill activity as these activities do not
typically occur within the channel (thalweg) of the stream, but rather only on the stream
banks. Activities resulting in permanent impacts in wetlands include roadway fill.
Temporary impacts proposed are those associated with construction access and
dewatering activities, as well as stormwater tie-ins where the impact areas would be
returned to pre -construction grade and contour following construction.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and/or
minimize impacts to the aquatic environment: NCDOT has avoided impacts to wetlands
and streams to the greatest extent practicable. Only one small, highly disturbed wetland is
located within the project area. Minimization measures include the examination of
appropriate and practicable steps to reduce adverse impacts. Specific examples of
avoidance and minimization measures include:
• NCDOT's Best Management Practices (BMPs) for the Protection of Surface
Waters will be enforced.
• Additional avoidance measures will be taken to ensure that all streams and
wetland areas in the vicinity that are not affected by the project will be protected
from unnecessary encroachment.
• No staging of construction equipment or storage of construction supplies will be
allowed in wetlands or near surface waters.
• Careful containment of toxic or hazardous materials near streams and wetlands,
and employment of strict erosion control procedures will be utilized to avoid
additional impacts to jurisdictional areas.
• This project has been designed to avoid disturbance to aquatic life movements and
all practicable measures to maintain aquatic life movement and habitat will be
employed for the life of the project.
• All mechanized equipment will be inspected and maintained to prevent surface
water contamination from fuels, lubricants, fluids, or other toxic materials.
• The dimension, pattern and profile of Stream SA will not be modified.
Compensatory Mitigation
The applicant offered the following compensatory mitigation plan to offset unavoidable
functional loss to the aquatic environment: Currently, 987 linear feet of permanent warm
water stream impacts are proposed. Mitigation is proposed at a 1:1 ratio for impacts to
618 linear feet of intermittent or perennial streams receiving an NC SAM overall rating
of "Low" and a 2:1 ratio for impacts to 369 linear feet of perennial streams receiving an
NC SAM overall rating of "Medium" or "High." No mitigation is offered for the one
small (0.01 acre) jurisdictional wetland, a Headwater Forest, that is within a man-made
ditch and receives an NC WAM overall rating of "Low." Mitigation is also proposed for
riparian buffer loss. NCDOT proposes to provide the above compensatory mitigation
through the purchasing of stream credits from the NC Division of Mitigation Services
(NCDMS).
Version 6.15.2017 Page 4

Essential Fish Habitat
The Corps' determination is that the proposed project would not effect EFH or
associated fisheries managed by the South Atlantic or Mid Atlantic Fishery Management
Councils or the National Marine Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C,
the District Engineer consulted district files and records and the latest published version
of the National Register of Historic Places and initially determines that:
® No historic' properties, nor properties eligible for inclusion in the National
Register, are present within the Corps' permit area; therefore, there will be no
historic properties affected. The Corps subsequently requests concurrence from
the SHPO (or THPO).
The District Engineer's final eligibility and effect determination will be based upon
coordination with the SHPO and/or THPO, as appropriate and required, and with full
consideration given to the proposed undertaking's potential direct and indirect effects on
historic properties within the Corps-indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area,
examined all information provided by the applicant and consulted the latest North
Carolina Natural Heritage Database. Based on available information:
® The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate
State agencies for review.
North Carolina Division of Water Resources (NCDWR): The Corps will generally not
make a final permit decision until the NCDWR issues, denies, or waives the state
Certification as required by Section 401 of the Clean Water Act (PL 92-500). The receipt
of the application and this public notice, combined with the appropriate application fee, at
the NCDWR Central Office in Raleigh constitutes initial receipt of an application for a
401 Certification. Unless NCDWR is granted a time review extension, a waiver will be
deemed to occur if the NCDWR fails to act on this request for certification within sixty
days of receipt of a complete application. Additional information regarding the 401
Certification may be reviewed at the NCDWR Central Office, 401 and Buffer Permitting
Version 6.15.2017 Page 5

Unit, 512 North Salisbury Street, Raleigh, North Carolina 27604-2260. All persons
desiring to make comments regarding the application for a 401 Certification should do so,
in writing, by March 18, 2020 to:
NCDWR Central Office
Attention: Ms. Amy Chapman, Transportation Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617
Or,
(physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
® Based upon all available information, the Corps determines that this application
for a Department of Army (DA) permit does not involve an activity which would
affect the coastal zone, which is defined by the Coastal Zone Management (CZM)
Act (16 U.S.C. § 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts including cumulative impacts of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof; among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidated State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal.
Version 6.15.2017 Page 6

To make this decision, comments are used to assess impacts on endangered species,
historic properties, water quality, general environmental effects and the other public
interest factors listed above. Comments are used in the preparation of an Environmental
Assessment (EA) and/or an Environmental Impact Statement (EIS) pursuant to the
National Environmental Policy Act (NEPA). Comments are also used to determine the
need for a public hearing and to determine the overall public interest of the proposed
activity.
Any person may request, in writing, within the comment period specified in this notice,
that a public hearing be held to consider the application. Requests for public hearings
shall state, with particularity, the reasons for holding a public hearing. Requests for a
public hearing will be granted, unless the District Engineer determines that the issues
raised are insubstantial or there is otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to
the proposed work, as outlined above, until 5pm, March 27, 2020. Comments should be
submitted to Mr. James Lastinger,Raleigh Regulatory Field Office,
3331 Heritage Trade Drive, Suite 105 , Wake Forest, North Carolina 27587, at (919) 554-
4884 ext 32 or email at [e-mail]. In addition, please contact
Mr. Lastinger to request a paper copy of the plans or project description.
Version 6.15.2017 Page 7

O
4
G12APMC SGL6S
DESIGN DATA
AOT 2019 26,030
ADT 2060 - 35,600
D=55%
IT - R%
T-3%•
Y - 50 MPH
MST LO% /DUAL 2.0%
CLASS
FUNC CS - URBAN
b Olt COLLECTOR
wUR ONA TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT P-5707 ............ 0.690 m0Rs
UNGTH STRUCTURE TIP PROJECT P-5209........... 0.036 mlim
TOW LENGTH OF PROJECT P-i20J............ O.726 miles
RIGR! OF WAY
YllttiGt lA'GINF£R
�nwAv nRrrrn m RAR� -Ak

DETAIL A
SPECIAL IATEPAL V SWALE
I
d
Wou. J,.R f`C`Op p
n 1.0 Fl.
-DRYS- STA. 11+44TO STA. 12+00 LT DDE - 101CCY1CT�Yf
-YS-ST& 12+50 TO STA. 12+79 LRTIDOE IDDE 15 C1�
DETAIL D
SPECIAL LATERAL'V' DITCH
I Nw i. x 41
Sd
u.una t.R M1'S`°r L.
D
MJn.D- 1.9 ft.
4- STA. 21+50 TO STA 23+00 RT ODE - 86 (
4- ST& 24+50 TO STA 29+89 RT ODE - 190
-I- STA 30+50 TO STA. 35+00 RT DOE - 630
-YS- STA.16+35 le STA 17+22 LT I DE - ID7
-YS- STA. 17+69 TO STA. 21+00 LT ?,DE, 39d
_'ET- STA. 22+15.38 TO STA. 1]+15.66 LT
4-DET- STA 29+21.89 TO ST& 3D+75.70 LT
DETAIL B
SPECIAL LATERAL BASE SWALE
B-n 40 H.0 F.
-YS- STA. 12+50 TO STA. I3+DO LT IDDE - 134 CY)
DETAIL C
SPECIAL BACK OF CURB CUT DITCH
(NOT TO -fl
4- STA 19+00 TO STA 21+50 RT
-YS- STA. 21+00 TO STA.21+50 LT
DETAIL G f
FALSE SUMP
I u.r a xd°I
O'Hidv Di1<h 12q
S-Di1Rh Slope CL Proposed Di1Rh
4- STA 28+14 RT
-YS- 1B+8
1 RT
DETAIL E DETAIL F
SPECIAL LATERAL BASE DITCH CHANNEL CHANGE
1 Nd r. sml.l �.iD-"
5lerp B
Min.D- 1.0 R. GFOIIXDtE
Mao d- 1.0 F. M.E_ D 2.0 Fs.
B- 2.0 Fl. Bs 2.0 F1.
Type al Uner- TO I Np-0.op Tro of Uner- CL I Rip-kp b. 5.0 FL
-YS- STA. 13+50 TO STA""
RT DDE = 201 CY;
CL 1 RIPRAP - 85 TONS; GEOT LE - 163 SV) _Y5- STA. 15+26 TO STA. 15+80 RT (DOE
- 21 CY; CL 1 RIPRAP - 62 TONS}TON GEOTEXDLE - 110 5
5- STA. 20+00 TO STA. 21+24 RT EDGE - 298 CY; CLiI RIPRAP - 11 3 TONf GEOGEOTEXTILE - 253 SY)
DETAILDETAIL J
TOE PROTEC ION
1 u.r r. x.kl
M1'��EQ
r0uN d i
d- 3.0 H.
Type .1un.r- a e Rip-0.p
STA. 31♦50 TO STA 33+75 LT (CL B RIPRAP - 184 TONS; GEOTEXTILF 470 SY)
STA 41+96 TO STA.3+IS LT (CL B RIPRAP . 95 TONS• GEOTE)CU E - 2/3 SYI
STA 43+42 TO STA. 44+00 LT (CL B RIFRAP - 46 TONS; GEOTEXTILE - 118 SY)
DETAIL H
FALSE SUMP
I No11. ScvIH
Median DIIch _ I
9. I2•
GI
5-Difch Slope 4 Propnzvd DB6
DBc Grp e L Difch Grade L
0.0% T. 2.0% 2D' Ovar d.0% T. 6.0% 40'
30' Over 6.0% 50'
0 4 DET- STA 22+01 LT
4UET- STA. 38+98 LT
-L DET- STA.40+74 LT
DETAIL O
STANDARD SV DITCH
Nm .dl
-POET- STA. 2B+85 TO STA. 40+56 LT
FOLLOW EXISTING GROUND PROFILE.
ACHIEVE POSITIVE DRAINAGE
DETAIL K
SPECIAL CUT DUCH
1lw r. 1
4-DET- STA. 17+66.A4 TO STA. 19+16.47 RT
4-DET-STA. 20+64.75 TO STA 22+15.38 LT
-4DLT-STA 30+75.70 TO STA. 31+14.23 LT
DETAIL I i
IFA o SUM
O.W& Difch
Traffic Fl-
2.
'1 GI
S-Difch Slope 4 Proposed Ditch
-DRYS- STA. 12+29 RT
-DRYS- STA. 12+63 RT
4- STA 19+54 RT
4- STA. 20+BB RT
-YS- STA. 19+16 LT
-YS- STA. 20+16 LT
DETAIL R DETAIL S
F1LI.IN EXISTING /� I
CHANNEL / FIU-IM EXISTING
<� EXCAVATION �/ CHANNEL
-/� EXCAVATION
NATURAL
GROUND A;AyT ATURAL
C ry',i GROUND
D. LASS I RIP RAP 1.0• C
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CL I RIPRAP - B3 TON CL I RIPRAP - 89 TON
GEOTEXTILE - 116 SY GEOTEXTILE - 125 SY
STANDARD BASE DUCH
INerro d.I
2.0 F.
Mm.d- 2.0 Fl.
B- 4.0 H.
F .
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DETAIL M
SPECIAL LATERAL BASE DITCH
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.n t.y D 1H�pr fbo-
Wr..N B
D- 1.D F.
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WE] LAND IMPACTS 61.111t-AUE WATLK IMPACTS
Site
No.
Station
(From/To)
Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fig In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(sc)
Temp.
SW
Impacts
(ac)
Existing
Channel
Impacts
Permanent
(fl)
Existing
Channel
Impacts
Temp.
(8)
Natural
Stream
Design
(8)
1A
-L- 19+85 LT
Ex. 30" Pipe, SA
< 0.01
13
-L- 20+00 LT
Bank Stabilization, SA
< 0.01
< 0.01
15
10
1 B
-L- 42+80 to 46+16 LT & RT
Prop. 9'X9' Box Culvert, SA
0.04
255
-L- 42+60 to 43+12 LT
Bank Stabilization, SA
< 0.01
1 < 0.01
39
15
-YS- 23+40 RT
Bank Stabilization, SA
< 0.01
1
75
2A
-YS- 13+39 to 14+76 RT
Bank Stabilization, SB, WA
0.01
< 0.01
< 0.01
2
12
2B
-YS- 15+08 to 16+00 RT
Roadway Fill & Channel Change, SB
< 0.01
< 0.01
86
22
2C
-Y5. 17+40 to 21+40
Roadway FRI, SB
0.02
< 0.01
470
29
3
-YS- 23+56 to 23+80 RT
Roadway Fill, SC
< 0.01
32
TOTALS`:
0.01
0.08
< 0.01
987
88
0
`Rounded totals are sum of actual impacts
NOTES: