20140762 Ver 5_R-2915 Modification and Extension 12-27-19_20200721

Wanucha, Dave
From:Hining, Kevin J
Sent:Thursday, July 16, 2020 10:24 AM
To:Beckwith, Loretta A CIV USARMY CESAW (USA); Wanucha, Dave
Subject:R-2915E, HWY 221 E section, Ashe County
Attachments:R-2915 Modification and Extension Ashe_Watauga 12-27-19.pdf
Lori and Dave,

I recently worked with NCWRC to review and waive the trout moratorium requests for our upcoming R-2915E
project. In short, they agreed that the trout resources within and downstream of the stream reaches in the project had
few to no wild trout resources. This should be a big help to us, since the project has already been delayed.

I’ve attached the 404 and 401 above, and an email from Marla Chambers below, stating their agreement to drop the
moratorium. Marla mentions three streams in her email. A fourth stream within the project, UT of Naked Creek, did not
have a moratorium request.

Please let me know if you need anything else regarding the moratorium voidance for this project.

Thanks!

Kevin

Kevin Hining
Division 11 Environmental Officer
North Carolina Department of Transportation

828-386-7202 cell
[e-mail]

801 Statesville Rd.
PO Box 250
North Wilkesboro, NC 28659

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
_____________________________________________________________

From: Chambers, Marla J <[e-mail]>
Sent: Monday, July 13, 2020 2:00 PM
To: Hining, Kevin J <[e-mail]>
1

Cc: Johnson, Thomas C <[e-mail]>; Hodges, Kinnon B <[e-mail]>
Subject: RE: R-2915E - 221 E section between West Jefferson and Jefferson

NCWRC agrees to waive the trout moratorium for Beaver Creek, Cole Branch, and Little Buffalo Creek in the E
section of R-2915, Ashe Co.

Marla

Marla Chambers // NCDOT Coordinator
Habitat Conservation Program

NC Wildlife Resources Commission
c/o NCDOT
206 Charter Street
Albemarle, North Carolina 28001
Direct Office Line: 704-244-8907
mobile: [phone]
[e-mail]

ncwildlife.org

Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
2

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
JAMES H. TROGDON, III
GOVERNOR SECRETARY
December 27, 2019
MEMORANDUM TO: Mr. Michael Pettyjohn, P.E.
Division 11 Engineer
FROM: /ryl Philip S. Harris, III, P.E., Manager
° Environmental Analysis Unit
SUBJECT:
404 and 401 Permit Renewal and Modification for the improvements to
US 221 in Ashe and Watauga Counties, Division 11; WBS No 34518.1.1,
TIP: R-2915 and R-2915 E.
Enclosed is the US Army Corps of Engineers Permit, NC Division of Water Resources Water Quality
Certification, and Project Commitments ("greensheet") for the above -referenced project. All environmental
permits have been received for the construction of this project.
The permit package has been posted on the NCDOT website at:
https://xfer.services.ncdot.gov/pdea/PermIssued/
ec:
Mr. Ron Davenport, P.E. Contracts Management
Mr. Kevin Hining, Division Environmental Officer
Dr. Majed Al-Ghandour, P.E., Programming and TIP
Mr. Stephen Morgan, P.E., Hydraulics
Mr. Brian Hanks, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Lamar Sylvester, P.E., State Roadway Construction Engineer
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

PROJECT COMMITMENTS
T.I.P Project No. R-2915
Widening of US 221 Business/ NC 88 in Jefferson
Watauga and Ashe Counties
Federal Aid Project No. STP-0221(10)
WBS Element 34518.1.1
COMMITMENTS FROM PROJECT DEVELOPMENT AND DESIGN
Division 11 Construction Unit
NCDOT will coordinate with the North Carolina Wildlife Resources Commission to determine the status
of the potential WRC public access project at South Fork New River.
The coordination for developing public access to a river on a road project begins before project design.
No plans were submitted from WRC for incorporation ofpublic access to the River. This particular project
has been designed with controlled access and very minimal access points. In particular, this is a four
lane divided facility and access to the River at the crossing is dangerous.
NCDOT will comply with the North Carolina Wildlife Resources Commission's moratorium prohibiting
in -stream work and land disturbance within the 25-foot trout buffer from October 15 to April 15 for all
streams supporting wild trout, including, but not limited to, Beaver Creek, Call Creek, Cole Branch, Gap
Creek, Little Gap Creek, and Old Field Creek.
Design Standards in Sensitive Watersheds will be adhered to during project construction (15A NCAC
4B.0124).
NCDOT will re -survey the South Fork New River within the footprint of the existing and proposed bridge
at that crossing prior to permitting to ensure no individuals of Virginia spiraea have inhabited the area.
The crossing of the South Fork New River was re -surveyed in July 2014 by NCDOT biologists.
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP) to determine the
status of the project with regard to applicability of NCDOT's Memorandum of Agreement or approval of
a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR).
NCDOT will provide an individual Section 404 permit for the U.S. Army Corps of Engineers and a Section
401 Water Quality Certification for the North Carolina Division of Water Quality.
NCDOT will design the roadway alignment and profile in front of the Fleetwood Community Center to
not impact the underground storage tanks. No permanent right of way will be purchased from the
Fleetwood Community Center. Temporary construction easement may be necessary to properly tie the
proposed to the existing.
R-2915 Permit Greensheet
December 2019
Page 1 of 3

COMMITMENTS FROM PERMITTING
Division 11 Construction Unit
401 Condition 1: When final design plans are completed for R-2915 Sections C and E, a modification to
the 401 Water Quality Certification shall be submitted with five copies and fees to the NC Division of
Water resources. Final designs shall reflect all appropriate avoidance, minimization, and mitigation for
impacts to wetlands, streams, and other surface waters, and buffers. No construction activities that impact
any wetlands, streams or surface waters located in R-2915 Sections C and E shall begin until after the
permittee applies for, and receives a written modification of the 401 Water Quality Certification from the
NC Division of Water Resources.
401 Condition 4: Streams with Trout classifications require that in -stream work and land disturbance
within the 25-foot buffer zone are prohibited during the trout -spawning season of October 15 through
April 15 to protect the egg and fry stages of trout.
401 Condition 5: Where possible, hand clearing in wetlands should be used in Section R-2915A rather
than mechanized clearing.
401 Condition 6: The relocated portion of a wetland at Permit Site 7 for Section R-2915B should be a
grassed swale that has been designed to match the grade and shape of the existing wetland as much as
possible.
401 Condition 7: Ensure that the planned installation of a cross vane structure at the downstream end of
Old Field Creek at Permit Site 6 for Section R-2915D is constructed in such manner that alleviates scour
and erosion to the maximum extent practical.
401 Condition 8: Channel relocations shall be completed and stabilized, and approved on site by NCDWR
staff, prior to diverting water into the new channel. Stream banks shall be matted with coir-fiber matting.
Vegetation used for bank stabilization shall be limited to native riparian vegetation, and should include
establishment of a vegetated buffer on both sides of the relocated channel to the maximum extent practical.
Also, additional rip -rap, above which was approved in final approved design drawings, may be allowed if
it is necessary to maintain the physical integrity of the stream, but the applicant must provide written
justification and any calculations used to determine the extent of rip -rap coverage requested. Once the
stream has been turned into the new channel, it may be necessary to relocate stranded fish to the new
channel to prevent fish kills.
401 Condition 19: Due to site conditions at Permit Site 9 for Section R-2915B, NCDWR will not require
the burial of the culvert inlet in this location. However, design and placement of the culvert and other
structures shall be installed in such a manner that the original stream profiles are not altered (i.e., the depth
of the channel must not be reduced by a widening of the streambed). Existing stream dimensions
(including pattern and profile) are to be maintained above and below locations of each culvert. The
structures shall be designed and installed to allow for fish and other wildlife movement as well as prevent
headcutting of the stream. The applicant may be required to provide evidence that the equilibrium has
been maintained if requested in writing by the NCDWR.
R-2915 Permit Greensheet
December 2019
Page 2 of 3

Roadside Environmental Unit
401 Condition 3: Where streams within the project area carry supplemental classifications as Trout (Tr),
High Quality Waters (HQW) or Outstanding Resource Waters (ORW), stormwater shall be directed to
vegetated buffer areas, grasslined ditches or other means appropriate to the site for the purpose of pre -
treating storm water runoff prior to discharging directly into streams. Mowing of existing vegetated
buffers is strongly discouraged. Grassed swales should also be utilized throughout the project to reduce
water velocity, promote infiltration and provide treatment for discharge before runoff enters streams. The
permittee shall use Design Standards in Sensitive Watersheds per 15A NCAC 4B.0124(a)-(e) in areas
draining to ORW, HQW waters. However, due to the size of the project, the NCDOT shall not be required
to meet 15A NCAC 4B.0124(a) regarding the maximum amount of uncovered acres. Temporary cover
(wheat, millet, or similar annual grain) or permanent herbaceous cover shall be planted on all bare soil
within IS business days of ground disturbing activities to provide erosion control.
R-2915 Permit Greensheet
December 2019
Page 3 of 3

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
December 27, 2019
Regulatory Division
Action ID: SAW-2012-00882
North Carolina Department of Transportation
Division of Highways
Mr. Philip S. Harris III, P.E., C.P.M.
Natural Environment Section Head
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
I refer to your Department of the Army (DA) Individual Permit dated January 7, 2015,
in which we authorized the placement of fill material into 3.04 acre of wetlands and
7,886 linear feet (If) of stream, and temporary placement of fill material into 0.31 acres
of Waters of the US, associated with the widening of US Highway 221 from US 421 to
US 221 Business/NC 88 in Jefferson, in Watauga and Ashe Counties, North Carolina
(TIP Numbers R-2519 A-E). This was a phased permit and only authorized work on
Sections A, B and D. Sections C and E were not authorized to commence until final
design was completed, impacts to waters and wetlands were minimized to the extent
practicable, and all modified plans including, but not limited to, a compensatory
mitigation plan were submitted and approved by the US Army Corps of Engineers (the
Corps). Also refer to the modifications issued August 31, 2016 authorizing the final
design of Section C and the modification December 7, 2017 authorizing impact
modifications under the old bridge crossing the South Fork New River in Section B.
By letter dated April 7, 2017, you requested a modification for final impacts
associated with changes to two permit sites in Section B as a result of a driveway
modification and new temporary wetland fill. The requested changes involve an
additional 0.15 acre of temporary wetland impact at Section B Site 4. It also includes the
relocation of the stream impact at Site 3 for a total of 71 linear feet of permanent stream
impact, a reduction of 40 linear feet compared to the previously authorized impact. This
modification request would bring the overall projected impacts (Sections A-E)
associated with this modification request for the project to 3.11 acres of permanent
wetland impacts, 0.15 acre of temporary wetland impacts, 8,156 linear feet of
permanent stream impacts (6,983 linear feet of fill and 1,173 linear feet of bank
stabilization), and 0.34 acre of temporary stream impacts.

-2-
By letter dated June 15, 2018, we received another modification request for changes
to Site 1 B on Section B. This request would result in an additional 20 linear feet of bank
stabilization along Gap Creek. This modification request would bring the overall
projected impacts (Sections A-E) associated with this modification request for the
project to 3.11 acres of permanent wetland impacts, 0.15 acre of temporary wetland
impacts, 8,176 linear feet of permanent stream impacts (6,983 linear feet of fill and
1,193 linear feet of bank stabilization), and 0.34 acre of temporary stream impacts.
By letter dated April 5, 2019, we received a request to modify and extend this permit
to include the final impacts for R-2915E. This final design of Section E proposes
impacts to 0.46 acre of permanent wetland impacts, 0.01 acre of temporary impact,
1,366 linear feet of permanent stream impacts (907 linear feet of channel fill and 459
linear feet of bank stabilization) and 576 linear feet (0.07 acre) of temporary stream
impacts. The total stream impacts for R-2915E have increased since the preliminary
impacts presented in 2014 as a few streams have been delineated since then, the
slopes have changed in a few locations, bank stabilization impacts have been added,
and drainage design at the time was very preliminary. The overall projected impacts
(Sections A-E) associated with this modification request for the project changed to 3.05
acres of permanent wetland impacts, 0.15 acre of temporary wetland impacts, 0.05 acre
of hand clearing in wetlands, 9,137 linear feet of permanent stream impacts (7,485
linear feet of fill and 1,652 linear feet of bank stabilization), and 0.41 acre of temporary
stream impacts
After review of the information you submitted and the inclusion of the following
special conditions, we have determined that your existing DA authorization is modified
to include the work detailed in your submittals dated April 7, 2017, June 15, 2018 and
April 5, 2019.
1. All work authorized by this permit must be performed in strict compliance with the
originally approved application and plans for R-2915, which were received on
July 22, 2014 and the updated modification request and plans dated July 28,
2016, April 7, 2017, November 20, 2017, June 15, 2018 except where
superseded by this authorization.
2. In order to compensate for impacts associated with this permit, mitigation shall
be provided in accordance with the provisions outlined on the most recent
version of the enclosed Compensatory Mitigation Responsibility Transfer Form.
The requirements of this form, including any special conditions listed on this
form, are hereby incorporated as special conditions of this permit authorization.
Mitigation for R-2915 Sections A, B, C and D were already required by permit
issued January 7, 2015 and subsequent modifications detailed above. A
Mitigation Responsibility Transfer Form is enclosed requiring the offset of final
design impacts to Section E of R-2915.

-3-
In addition to special conditions stated above, all conditions of the original permit
and its modifications apply except those superseded by this authorization. The
expiration date has been extended to December 31, 2024.
If you have questions, please contact Steve Kichefski at [phone], extension
4234.
FOR THE COMMANDER
*,\-7 k-------
Monte Matthews
Lead Project Manager
Regulatory Division
Enclosure
cc (without enclosure):
Michael Turchy — NCDOT
Dave Wanucha - NCDWR
Marla Chambers — NCWRC
Amanetta Somerville — USEPA
Claire Ellwanger — USFWS
Felix Davila - FHWA
Monte Matthews — USACE

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: NCDOT/ Attn: Mr. Philip Harris Action ID: SAW-2012-00882
Project Name: NCDOT / R 2915 / US 221 / DIV 11 / EEP County: Ashe
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements
Permitted Impacts Requiring Mitigation*: 8-digit HUC and Basin: 05050001, New River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal
907 0.3
0.16
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 05050001, New River Basin
Stream Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non -Riparian Coastal
1814 0.6 0.32
Wetland Mitigation (credits)
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2
Form Updated 14 September, 2017

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming that the
Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: Mitigation for R-2915 Sections A/B/C/D were already required by the permit issued
January 7, 2015 and the August 31, 2016 modification, this additional compensatory mitigation is required to offset final
design impacts to R-2915 Section E.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 3331 Heritage
Trade Drive, Suite 105, Wake Forest, NC 27587 (email: [e-mail]). Questions regarding this form or
any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager:
USACE Field Office:
Email:
Steve Kichefski
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
[e-mail]
KICHEFSKI.STEVEN.L.13869085 Digitally signed by
KICHEFSKI.STEVEN.L.1386908539
39 Date: 2019.12.20 13:40:12-05'00'
December 20, 2019
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/ to complete the survey online.

Environmental
Quality
April 28, 2017
Mr. Philip S. Harris, III, P.E., CPM
Natural Environment Section Head
Project Development and Environmental Analysis
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina, 27699-1598
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water
Act with ADDITIONAL CONDITIONS for US 221 Widening from US 421 to US 221 Business/NC88 in
Jefferson located in Watauga and Ashe Counties. Federal Aid Project No. STP-0221(13); TIP No. R-
2915. WBS 34518.1.1. NCDWR Project No. 20140762v.3
Dear Mr. Harris:
Attached hereto is a modification of Certification No. 004001 issued to The North Carolina Department of
Transportation (NCDOT) originally dated September 8, 2014 and subsequently modified on August 23, 2016.
If we can be of further assistance, do not hesitate to contact us.
S. Jay Zimmerman, Director
Division of Water Resources
Attachments
Electronic copy only distribution:
Steve Kichefski, US Army Corps of Engineers, Asheville Field Office
Heath Slaughter, Division 11 Environmental Officer
Colin Mellor, NC Department of Transportation
Carla Dagnino, NC Department of Transportation
Dr. Cynthia Van Der Wiele, US Environmental Protection Agency
Marella Buncick, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
Beth Harmon, Division of Mitigation Services
Dave Wanucha, NC Division of Water Resources Winston Salem Regional Office
File Copy
--Nothing Compares
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617

Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act
with ADDITIONAL CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations
in 15 NCAC 2H .0500. This certification authorizes the NCDOT to temporarily impact an additional 0.15 acres of
jurisdictional wetlands, 71 linear feet (40 linear feet less than originally approved) of jurisdictional streams in Ashe
County. The project shall be constructed pursuant to the modification dated received April 7, 2017. The authorized
impacts are as described below:
Stream Impacts in the New River Basin
Site
Permanent Fill
in Intermittent
Stream
(linear ft)
Temporary Fill
in Intermittent
Stream
(linear ft)
Permanent
Fill in
Perennial
Stream
(linear ft)
Temporary
Fill in
Perennial
Stream
(linear ft)
Total Stream
Impact
(linear ft)
Stream
Impacts
Requiring
Mitigation
(linear ft)
Original approved
impacts at Site 3
_
-
111
-
111
New impacts with this
approval at Site 3
-
-
(40)
-
(40)
(40)
Totals
-
-
71
71
(40)
Total Stream Impact for (Site/Modification): 71 linear feet (40 linear feet less)
Wetland Impacts in the New River Basin (riverine
Site
Fill
(ac)
Fill
(temporary)
(ac)
Excavation
(ac)
Mechanized
Clearing
(ac)
Hand
Clearing
(ac)
Total
Wetland
Impact
(ac)
Original approved impacts at
Site 3
<0.01
-
-
<0.01
-
<0.02
New additional impacts with
this approval at Site 3
_
0.15
-
0.15
Totals
<0.01
0.15
-
<0.01
-
0.17
Total Wetland Impact for Site: 0.17 acres.
The application provides adequate assurance that the discharge of fill material into the waters of the New River
Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your modified application dated
received April 7, 2017. All the authorized activities and conditions of certification associated with the original
Water Quality Certification dated September 8, 2017 and subsequently modified on August 23, 2016 still apply
except where superseded by this certification. Should your project change, you are required to notify the NCDWR
and submit a new application. If the property is sold, the new owner must be given a copy of this Certification and
approval letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts,
or stream impacts, for this project (now or in the future) exceed one acre or 150 linear feet, respectively, additional
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to
remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all
other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and
Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations. This Certification

shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit.
Condition(s) of Certification:
1. Following completion of the project, the temporary sediment basin installed in the wetland at Site 4 will
be removed along with any captured sediment. Original wetland dimensions and natural grade or better
will be reestablished. The wetland will be seeded with a native wetland seed mix and coir fiber matted.
[15A NCAC 02H.0506(b)(3) and (c)(3)]
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made
conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the
expiration of the 404 or CAMA permit.
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Sam M. Hayes, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This the 28th day of April 2017
DIVISI,O 1 OF WATER RESOURCES
S. Jay Zimmerman, Director
WQC No. 004001

ligc,% .
Environmental
Quality
June 26, 2018
Mr. Philip S. Harris, III, P.E., CPM
Natural Environment Section Head
Project Development and Environmental Analysis
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina, 27699-1598
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water
Act with ADDITIONAL CONDITIONS for US 221 Widening from US 421 to US 221 Business/NC88 in
Jefferson located in Watauga and Ashe Counties. Federal Aid Project No. STP-0221(13); TIP No. R-
2915. WBS 34518.1.1. NCDWR Project No. 20140762v4
Dear Mr. Harris:
Attached hereto is a modification of Certification No. 004001 issued to The North Carolina Department of
Transportation (NCDOT) originally dated September 8, 2014, subsequently modified on August 23, 2016 and again
on April 28, 2017.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
( jks".0.--
Linda Culpepper, Int rim Director
Division of Water Resources
Attachments
Electronic copy only distribution:
Steve Kichefski, US Army Corps of Engineers, Asheville Field Office
Heath Slaughter, Division 11 Environmental Officer
Colin Mellor, NC Department of Transportation
Carla Dagnino, NC Department of Transportation
Marella Buncick, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
File Copy
Nothing Compares=--__
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617

Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act
with ADDITIONAL CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations
in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact an additional 20.0 linear feet of
permanent impacts for stream bank stabilization purposes in Ashe County. The project shall be constructed pursuant
to the modification dated received June 15, 2018. The authorized impacts are as described below:
-2915 B-Section
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary Fill in
Perennial Stream
(linear ft)
Total Stream
Impact
(linear ft)
Stream
Impacts
Requiring
Mitigation
(linear ft)
Bank
Stabilization
Culvert
Original approved impacts
at Site 1B
35
15
6
56
15
New impacts with this
approval at Site 1B
20
-
20
-
Totals
55
15
6
76
15
Total Stream Impact for Site: 76 linear feet
The application provides adequate assurance that the discharge of fill material into the waters of the New River
Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your modified application dated June
15, 2018. All the authorized activities and conditions associated with the original Water Quality Certification dated
September 8, 2017, subsequently modified on August 23, 2016 and again on April 28, 2017 still apply except where
superseded by this certification. Should your project change, you are required to notify the NCDWR and submit a
new application. If the property is sold, the new owner must be given a copy of this Certification and approval
letter, and is thereby responsible for complying with all the conditions. If any additional wetland impacts, or stream
impacts, for this project (now or in the future) exceed one acre or 300 linear feet, respectively, additional
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to
remain valid, you are required to comply with all the conditions listed below. In addition, you should obtain all
other federal, state or local permits before proceeding with your project including (but not limited to) Sediment and
Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations. This Certification
shall expire on the same day as the expiration date of the corresponding Corps of Engineers Permit.
Condition(s) of Certification:
1. All the authorized activities and conditions associated with the original Water Quality Certification dated
September 8, 2017, subsequently modified on August 23, 2016 and again on April 28, 2017 still apply
except where superseded by this certification.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made
conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the
expiration of the 404 or CAMA permit.
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered

filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This the 26th day of June 2018
DIVISION OF WATER RESOURCES
G
Lht'da Culpepper. interim Director
WQC No. 004001

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
May 22, 2019
Mr. Philip S. Harris, III, P.E., CPM
Natural Environment Section Head
Project Development and Environmental Analysis
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina, 27699-1598
Subject: Modification to the 401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water
Act with ADDITIONAL CONDITIONS for US 221 Widening from US 421 to US 221 Business/NC88 in
Jefferson located in Watauga and Ashe Counties. Federal Aid Project No. STP-0221(13); TIP No. R-
2915. WBS 34518.1.FR6. NCDWR Project No. 20140762v5
Dear Mr. Harris:
Attached hereto is a copy of Certification No. 004001 issued to The North Carolina Department of Transportation
(NCDOT) dated May 22, 2019.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
DocuSigned by:
gggg e��1P33 C.�IM.lUf�.
Lm a 1 u1e C er, Director
pp
Division of Water Resources
Attachments
Electronic copy only distribution:
Steve Kichefsky, US Army Corps of Engineers, Asheville Field Office
Kevin Hining, Division 11 Environmental Officer
Erin Cheely, NC Department of Transportation
Chris Militscher, US Environmental Protection Agency
Claire Ellwanger, US Fish and Wildlife Service
Marla Chambers, NC Wildlife Resources Commission
File Copy
NORTH CAROLINA
oaparonem of Environmental Gmbh,
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
401 Water Quality Certification Pursuant to Section 401 of the Federal Clean Water Act with
ADDITIONAL CONDITIONS
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and
95-217 of the United States and subject to the North Carolina Division of Water Resources (NCDWR) Regulations
in 15 NCAC 2H .0500. This certification authorizes the NCDOT to impact an additional 907 linear feet of
permanent fill impacts, 576 linear feet for temporary impacts, 459 linear feet for bank stabilization and 0.46 acres of
wetland impacts in Ashe County for R-2915 Section E. The project shall be constructed pursuant to the
modification dated received April 24, 2019. The authorized impacts are as described below:
Stream Impacts in the New River Basin for R-2915E
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary
Fill in
Perennial
Stream
(linear ft)
Fill in Intermittent
Stream
Total
Stream
Impact
(linear ft)
Stream Impacts
Requiring
Mitigation
(linear ft)
Fill
Bank
Stabilization
Fill
Bank
Stabilization
2A
-
14
17
-
-
31
-
2B
57
21
78
-
4B
-
10*
11
21
-
6A
52
-
10
-
-
62
-
6B
-
27
10
-
-
37
-
7
-
-
24
-
-
24
-
8A
-
-
32
-
-
32
-
8B
20
-
-
20
-
9A
-
-
33, 7*
10
50
-
9B
-
-
19
-
-
19
-
11A
-
-
22
-
-
22
-
11B
-
-
10
-
-
10
-
11C
-
-
11
-
-
11
-
11D
27
-
10
-
-
37
-
12
-
17
10
-
-
27
-
13A
31
11
10
-
-
52
-
13B
60
-
-
-
-
60
-
13C
-
25, 23*
-
48
-
14A
23
23
10
-
-
56
-

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
Stream Impacts in the New River Basin for R-2915E
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary
Fill in
Perennial
Stream
(linear ft)
Fill in Intermittent
Stream
Total
Stream
Impact
(linear ft)
Stream Impacts
Requiring
Mitigation
(linear ft)
Fill
Bank
Stabilization
Fill
Bank
Stabilization
14B
63
-
-
-
-
63
-
15A
31
15
10
-
-
56
-
15B
-
-
23
-
-
23
-
17A
115
-
-
-
-
115
-
17B
-
-
-
146
-
146
-
18
39
-
12
-
-
51
-
19
22
8
10
-
-
40
-
20
-
-
25
-
-
25
-
22A
-
-
22
-
-
22
-
22B
61
31
10
-
-
102
-
23
55
-
-
-
-
55
-
24A
30
-
22
-
-
52
-
24B
-
18
-
-
-
18
-
24C
-
20
20
-
-
40
-
25A
13
-
12
-
-
25
-
25B
-
17
20
-
-
37
-
26A
19
-
8
-
-
27
-
26B
-
8
-
-
-
8
-
26C
-
32
20
-
-
52
-
27A
-
15
-
-
-
15
-
27B
-
18
30
-
-
48
-
28A
-
88
10
-
-
98
-
28B
-
59
10
-
-
69
-
29
5
-
15
-
-
20
-
30
-
17
21
-
-
38
-

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
Stream Impacts in the New River Basin for R-2915E
Site
Permanent Fill in
Perennial Stream
(linear ft)
Temporary
Fill in
Perennial
Stream
(linear ft)
Fill in Intermittent
Stream
Total
Stream
Impact
(linear ft)
Stream Impacts
Requiring
Mitigation
(linear ft)
Fill
Bank
Stabilization
Fill
Bank
Stabilization
Totals
703
438
536
204, 40*
21
1,942
-
*Temporary Fill
Total Stream Impacts for Project: 1,942 linear feet
Wetland Impacts in the New River Basin for R-2915E
Site
Fill
(ac)
Excavation
(ac)
Mechanized
Clearing
Total Wetland
Impact (ac)
1
-
-
<0.01
<0.01
2B
0.02
-
<0.01
0.03
3
<0.01
-
0.03
0.03
4A
<0.01
-
-
<0.01
4B
<0.01
-
0.03
0.03
5
<0.01
-
0.01
0.01
6A
0.04
-
0.02
0.07
8B
<0.01*
-
-
9A
0.09
-
-
0.09
10
<0.01
-
<0.01
<0.01
13B
0.01
-
-
0.01
15A
0.01
-
<0.01
0.02
15B
-
-
0.01
0.01
16
0.03
-
-
0.03
21
0.03
0.01
<0.01
0.04
26A
0.01
0.04
-
0.05
31
0.02
-
-
0.02
Total
0.28, <0.01*
0.05
0.13
0.46
* Temporary Fill
Total Preliminary Wetland Impact for Project: 0.46 acres.

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
The application provides adequate assurance that the discharge of fill material into the waters of the New River
Basin in conjunction with the proposed development will not result in a violation of applicable Water Quality
Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate
the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your modified application dated receive
April 24, 2019. All the authorized activities and conditions associated with the original Water Quality Certification
dated September 8, 2014, subsequently modified on August 23, 2016, April 28, 2017, November 27, 2017 by email
and again on June 26, 2018, still apply except where superseded by this certification. Should your project change,
you are required to notify the NCDWR and submit a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying with all the
Conditions. Compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7) for any
additional wetland impacts or stream impacts that exceed 300 linear feet for this project (now or in the future). For
this approval to remain valid, you are required to comply with all the conditions listed below. In addition, you
should obtain all other federal, state or local permits before proceeding with your project including (but not limited
to) Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations.
This Certification shall expire on the same day as the expiration date of the corresponding Corps of Engineers
Permit.
Condition(s) of Certification:
Specific Conditions
1. Compensatory mitigation for 0.46 acres of impact to wetlands is required. We understand that you have chosen
to perform compensatory mitigation for impacts to streams through the North Carolina Division of Mitigation
Service (DMS) (formerly NCEEP), and that the DMS has agreed to implement the mitigation for the project.
The DMS has indicated in a letter dated March 29, 2019 that they will assume responsibility for satisfying the
federal Clean Water Act compensatory mitigation requirements for the above -referenced project, in accordance
with the DMS Mitigation Banking Instrument signed July 28, 2010.
2. All the authorized activities and conditions associated with the original Water Quality Certification dated
September 8, 2014, subsequently modified on August 23, 2016, April 28, 2017, November 27, 2017 by email
and June 26, 2018 still apply except where superseded by this certification.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made
conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Certification shall expire upon the
expiration of the 404 or CAMA permit.
If you wish to contest any statement in the attached Certification you must file a petition for an administrative
hearing. You may obtain the petition form from the office of Administrative hearings. You must file the petition
with the office of Administrative Hearings within sixty (60) days of receipt of this notice. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office of
Administrative Hearings accepts filings Monday through Friday between the hours of 8:00am and 5:00pm, except
for official state holidays. The original and one (1) copy of the petition must be filed with the Office of
Administrative Hearings.
The petition may be faxed -providing the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001 E63
Telephone: [phone], Facsimile: [phone]
A copy of the petition must also be served on DEQ as follows:
Mr. Bill F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
This the 22nd day of May 2019
DIVISION OF WATER RESOURCES
,—DocuSigned by:
"-9C9886312DCD474...
Linda Culpepper, Interim Director
WQC No. 004001

DocuSign Envelope ID: 953B19B4-669B-4444-ADAC-54C7DB001E63
ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
NCDWR Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and
any subsequent modifications, the applicant is required to return this certificate to the 401 Transportation Permitting
Unit, North Carolina Division of Water Resources, 1617 Mail Service Center, Raleigh, NC, 27699-1617. This form
may be returned to NCDWR by the applicant, the applicant's authorized agent, or the project engineer. It is not
necessary to send certificates from all of these.
Applicant's Certification
I, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Date:
Engineer's Certification
Partial
Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance and intent of the 401
Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
NORTH CAROLINA
oaparonem of Environmental Gmbh,
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

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PROJECT: R-2915E
r See Sheet 1-A For Index of Sheets, General Notes, and List of Standards
See Sheet FB For Conventional Symbols
See Sheet IC-1- IC-4 For Survey Control Sheets
VICINITY MAP (NTS)
1 7
/ / I CV ,'
\\ \// Jy
--- 0%
1
pF G
w...e.noo _Citys�;� —\
\� SITE 2
T 0 DEEP GAP
SITE 1
BEGIN TIP PROJECT R-2915E
—L— Sta.668+25.00
SITE 5
SITE 4
ATE OF NOR
H CAROLINA
DIVISION OF HIGHWAYS
ASHE COUNTY
LOCATION: US 221 FROM US 221 BYPASS TO
US 221 B USINESS/NC 88 IN JEFFERSON
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING,
RESURFACING, CULVERTS, AND SIGNALS
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
R-2915E
1
SPATE PROJ.NO.
F. A. PROD. NO.
DESCRIPTION
34518.1.FR6
STP-0221(45)
PE
34518.2.6
STP-0221(45)
RAN
34518.2.7
STP-0221(45)
UTIL.
34518.3.8
STP-0221(45)
CONST.
WETLAND AND STREAM IMPACTS
SITE 9
SITE 120,
SITE 11
/
SITE 8
SITE 7
7 //
THIS IS A PARTIAL CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON PLANS.
7
/
a /
SITE 17
SITE 16
0÷
(r
�\ C.4".
y33. SITE 14
C.S. SITE 15
SITE 10 SITE 13
* PROPOSED TRAFFIC SIGNAL
SITE 21
SITE 18
SITE 23
SITE 24
SITE 25
SITE 22
.`
s,P 616.
SITE 26
SITE 27
SITE 28
SITE 29
\ END TIP PROJECT R-2915E
—L— Sta.855+00.00
PERMIT DRAWING
SHEET 1 OF 46
SITE 31
SITE 30
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0
50
100
PLANS
50 25 0 50 1 0
`1111���
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT 2019 = 15,900
ADT 2039 = 19,400
K = 8%
D = 55%
T = 6%*
V = 60 MPH
FUNC. CLASSIFICATION
RURAL ARTERIAL
* TTST=3% + DUALS=3%D
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-2915E 3.533 mi
LENGTH CULVERT TIP PROJECT R-2915E 0.004 mi
TOTAL LENGTH TIP PROJECT R-2915E 3.537 mi
PLANS PREPARED BY:
RAC
RUMMEL, KLEPPER 8 KAHL, LLP
900 RIDGEFIELD DRIVE, SUITE 350
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F-0112
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NCDOT CONTACT
Joe Laws, P.E.
PROJECT ENGINEER - DIVISION II
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
MAY 8, 2018
LETTING DATE:
SEPTEMBER 17, 2019
Scott D. Blevins, P.E.
PROJECT ENGINEER
RK&K, LLP
Cathy S. Houser, P.E.
PROJECT DESIGN ENGINEER
RK&K, LLP
HYDRAULICS
ENGINEER
P.E.
SIGNATURE,
ROADWAY
DESIGN
ENGINEER
SIGNATURE,
P.E.

PROJECT REFERENCE NO.
SHEET NO.
R-2915E
2D-/
DETAIL A
SPECIAL CUT DITCH
( Not to Scale)
D
of
FXo
Min. D=1.0 Ft.
Front
Ditch
Slope
- L- STA. 669+50 TO STA. 670+00 LT
- L- STA. 675+25 TO STA. 676+00 RT
- L- STA. 677+00 TO STA. 691+50 LT
- L- STA. 767+50 TO STA. 772+00 RT
DETAIL F
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Slope
- L- STA. 729+50 TO STA. 732+15 RT
- L- STA. 741+50 TO STA. 743+00 LT
- L- STA. 757+00 TO STA. 758+00 RT
- Y34- STA.11+00 TO STA.12+30 RT
DETAIL K
LATERAL 'V' DITCH
( Not to Scale)
Type of Liner= SEE BELOW
Slope
Min. D=1.0 Ft.
Max. d=1.0 Ft.
b=5.0 Ft.
- L- STA. 670+50 TO STA. 671+50 RT, PSRM
- L- STA. 802+00 TO STA. 805+05 LT, CL I
- L- STA. 804+00 TO STA. 806+00 RT, CL B
DETAIL 0
BERM BASE DITCH
( Not to Scale)
Natural
Ground
d
Min. D=1.5 Ft.
Max. d=1.5 Ft.
B=4.0 Ft.
b=5.0 Ft.
Type of Liner= CL B Rip -Rap
rb7
-L- STA. 721+25 TO STA. 732+00 LT
DETAIL S
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Type of Liner= PSRM
Min. D=1.5 Ft.
Max. d=1.5 Ft.
Fill
Slope
-SR1- STA.11+70 TO STA.15+16 LT
DETAIL B
LATERAL 'V' DITCH
Min. D=1.5 Ft.
b=5.0 Ft.
- L- STA. 670+25 TO STA. 670+50 RT
- L- STA. 676+00 TO STA. 677+03 RT
- L- STA. 677+21 TO STA. 677+50 RT
- L- STA. 693+00 TO STA. 694+50 LT
- L- STA. 707+50 TO STA. 708+25 LT
- L- STA. 805+05 TO STA. 805+19 LT
- L- STA. 816+50 TO STA. 817+75 RT
- L- STA. 826+80 TO STA. 827+50 LT
- Y36- STA. 15+24 TO STA. 16+43 RT
DETAIL G
LATERAL BASE DITCH
( Not to Scale)
b
Fill
Slope
Min. D=1.5 Ft.
B=4.0 Ft.
b=5.0 Ft.
- L- STA. 694+50 TO STA. 704+50 LT
- L- STA. 705+32 TO STA. 707+50 LT
- L- STA. 708+25 TO STA. 711+00 LT
- L- STA. 796+00 TO STA. 797+50 LT
- L- STA. 810+50 TO STA. 816+50 RT
- L- STA. 820+00 TO STA. 826+80 LT
Natural
Ground d
DETAIL L
LATERAL BASE DITCH
( Not to Scale)
D
GEOTEXTILE B
*When B is < 6.0'
Type of Liner= SEE BELOW
b J
1 Rt.
Min. D=1.5 Ft.
Max. d=1.5 Ft.
B=4 Ft.
b=5 Ft.
Fill
Slope
- L- STA. 704+50 TO STA. 705+32 LT, CL B
- L- STA. 797+50 TO STA. 799+13 LT, CL B
- L- STA. 809+73 TO STA. 810+50 RT, CL I
- L- STA. 838+00 TO STA. 838+92 LT, CL B
DETAIL P
LATERAL BASE DITCH
( Not to Scale)
'When B is < 6.0'
Type of Liner= CL B RIP -RAP
Min. D=2.75 Ft.
Max. d=2.75 Ft.
B=4 Ft.
b=5 Ft.
Slope
Outside Ditch
Traffic Flow
S-
DETAIL
FALSE SUMP
( Not to Scale)
20,1
GI
etc.
-L- STA. 711 + 34 TO STA. 714 + 75 RT
DETAIL T
STANDARD BASE DITCH
( Not to Scale)
'When B is < 6.0'
Type of Liner= CL B RIPRAP
Min. D=Varies
Max. d=Varies
B=4.0' Ft.
DETAIL C
STANDARD 'V' DITCH
( Not to Scale)
Min. D=1.5 Ft.
-L- STA. 734+90 RT, L=55', BEG. ELEV=3116.00,
END ELEV=3114.99, S=1.84%
DETAIL H
STANDARD 'V' DITCH
( Not to Scale)
Type of Liner= CL B Rip -Rap
Min. D=2.0 Ft.
Mao. d=2.0 Ft.
-L- STA. 740+00 TO STA. 740+37 RT, L=37'
BEG. ELEV=3101.0, END ELEV=3100.0, S=2.7%
-L- STA. 836+82 TO STA. 837+14 RT, L=43'
BEG. ELEV=2872.0, END ELEV= 2870.28,5 = 4.0%
Natural
Ground
2
DETAIL M
LATERAL BASE DITCH
( Not to Scale)
b J
1"if1.
Min. D=1.0 Ft.
B=2.0 Ft.
b=5.0 Ft.
Fill
Slope
- L- STA. 788+50 TO STA. 793+00 LT
DETAIL D
STANDARD BASE DITCH
(Not to Scale)
Natural
Ground 2.1
d
Geoteztile
*When B is < 6.0'
Type of Liner= CL I Rip -Rap
Min. D=1.0'
Mao. d=1.0'
B=VARIES
-L- STA. 771+06 LT, B=1.5', L=44', BEG. ELEV=3080.32,
END ELEV=3085.00, S=10.8%
- L- STA. 780+92 LT, B=4', L=34', BEG. ELEV=3087.26,
END ELEV=3090.0, S=8.1%
- L- STA. 793+00 RT, B=4', L=48', BEG. ELEV=3035.50,
END ELEV=3025.26, S=21.3%
-L- STA. 812+65 LT, B=4', L=24', BEG. ELEV=2907.0,
END ELEV=2904.96, S=8.5%
Shoulder
Point
DETAIL I
MEDIAN V DITCH
( Not to Scale)
Shoulder
Point
DETAIL Q
SPECIAL LATERAL 'V' DITCH
(Not to Scale)
Type of Liner= CL B Rip -Rap
Min. D=1.5 Ft.
Max. d=1.5 Ft.
Fill
Slope
- SR1- STA. 10+00 TO STA. 10+53 LT
DETAIL U
STANDARD BASE DITCH
( Not to Scale)
Natural
Ground 7.1
d)
Geoteztile
*When B is < 6.0'
Type of Liner= CL II Rip -Rap
Min. D=Varies
Max. d=Varies
B=See below
- L- STA. 844+69 LT, S=0.43% L=35' -L- STA. 763+26 RT, B=4.0', L=25', BEG. ELEV=3107 59,
BEG. ELEV=2862.50, END ELEV=2862.35, D & d=2.0' END ELEV.=3104.72, S=11.5%, D=1.0', d=1.0'
-L- STA. 765+60 RT, B=5', L=15', BEG. ELEV=3109.0,
END ELEV=3108.5, S=3.3%, D=2.5', d=2.5'
DETAIL
FALSE SUMP
( Not to Scale)
Median Ditch
20' ►I GI
S - etc.
S=Ditch Slope CL Proposed Ditch
Ditch Grade
Ditch Grade
- L- STA. 754+50 TO STA. 756+72 LT
DETAIL N
BERM BASE DITCH
( Not to Scale)
Natural
Ground 77
Min. D=1.0 Ft.
B=4.0 Ft.
b=5.0 Ft.
r b I
RDWY -
- L- STA. 714+50 TO STA. 721+25 LT
- L- STA. 738+50 TO STA. 741+00 LT
- SR1- STA. 15+16 TO STA. 17+38 LT
DETAIL R
BERM BASE DITCH
( Not to Scale)
Nohirol
Ground
d
Min. D=1.0 Ft.
Max. d=1.0 Ft.
B=4.0 Ft.
b=5.0 Ft.
Type of Liner= CL I Rip -Rap
GEOTEXTILE
RDWY
-L- STA.741+00 TO STA. 743+00 LT
DETAIL V
TOE PROTECTION
1 Not to Scale)
NATURAL
GROUND
GEOTEXTILE
d=1.0 Ft.
Type of Liner= CL B Rip -Rap
FILL
SLOPE
-L- STA. 711+15 TO STA. 714+00 LT
- L- STA. 768+50 TO STA. 770+30 LT
- L- STA. 793+50 TO STA. 795+42 LT
Outside Ditch
Traffic Flow
DETAIL
FALSE SUMP
( Not to Scale)
GI
etc.
t Proposed Ditch
DETAIL E
SPECIAL CUT BASE DITCH
( Not to Scale)
Front
Slope
Ditch
Min. D=1.5 Ft.
Max. d=1.5 Ft.
B=4.0 Ft.
Type of Liner= CL B Rip -Rap
-L- STA. 839+00 TO STA. 841+77 RT
DETAIL J
STANDARD 'V' DITCH
( Not to Scale)
Min. D=2.0 Ft.
-L- STA. 700+00 TO STA. 701+29 RT
BEG. ELEV=3068.15, END ELEV=3067.75, S=0.3%
DETAIL W
SPECIAL CUT DITCH vwl-TINGE
( Not to Scale)
Front
Ditch
Slope
- L- STA. 720+15 TO STA. 723+50 RT
- L- STA. 726+00 TO STA. 727+50 RT
- L- STA. 761+50 TO STA. 767+50 RT
- L- STA. 774+00 TO STA. 783+50 RT
- L- STA. 841+77 TO STA. 849+50 RT
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 2 OF 46
RK!! (
P: [phone]
900 Ridgefield Drive Suite 350 1 Raleigh, North Carolina 27609-3960
NC License No. F-0112
S=Ditch Slope
fL Proposed Ditch
0.0% To 2.0%
20'
Over 4.0% To 6.0%
40'
Over 2.0% To 4.0%
30'
Over 6.0%
50'
S
S=Ditch Slope
Engineers I Construction Manaoe
Www.rkk.com
Responsive People
Creative Solutions

PROJECT REFERENCE NO.
SHEET NO.
R-29/5E
2D-2
Shoulder
Point
DETAIL X
'V' DITCH
( Not to Scale)
Ot
et
Shoulder
Point
-L- STA. 743+00 TO STA.751+50 MEDLT
DETAIL AA
SPECIAL CUT DITCH
( Not to Scole)
Type of Liner= PSRM
Front
Ditch
Slope
Min. D=1.5 Ft.
Max d=1.5 Ft.
-L- STA. 783+50 TO STA. 787+00 RT
CULVERT @ -L- STA. 838 + 56
DETAIL Y
STANDARD BASE DITCH
B=4.0 Ft.
Type of Liner= Class B Rip-Rop
PROPOSED CULVERTS
EXISTING CULVERTS
RIP RAP CLASS I
W,GEOTEXTILE FABRIC ea
(TYP.) a t\
RIP RAP KEYED -IN
1' BELOW
STREAMBED (TYP.)
FLOODPLAIN BENCH DIRT
W/COIR FIBER MATTING (TYP.)
EXCAVATE TO
EL. 2869.6'
1
NATURAL
-GROUND
RIP RAP KEYED -IN
1' BELOW
BENCH (TYP.)
PROPOSED 2' CONCRETE SILL
INSET 1' INTO EXISTING
BASE 10'
EASTERN BARREL
OUTLET CHANNEL IMPROVEMENT
LOOKING DOWNSTREAM (NTS)
LENGTH = 58'
PROPOSED CULVERTS
EXISTING CULVERTS
RIP RAP CLASS I
W/GEOTEXTILE FABRIC
(TYP.)
RIP RAP KEYED -IN
1' BELOW
STREAMBED (TYP.)
FLOODPLAIN BENCH DIRT
W/COIR FIBER MATTING (TYP.)
EXCAVATE TO
EL. 2871.7'
BASE 0'
GROUND
RIP RAP KEYED -IN
1' BELOW
BENCH (TYP.)
PROPOSED 2' CONCRETE SILL
INSET 1' INTO EXISTING
EASTERN BARREL
INLET CHANNEL IMPROVEMENT
LOOKING DOWNSTREAM (NTS)
LENGTH = 75'
PERMANENT CHANNEL EXCAVATION
-L- STA. 776+71 LT, L=50', S=0.3%
BEG. ELEV=3093.65, END ELEV=3093.50
DETAIL AB
RIP RAP AT EMBANKMENT
( Not to Scale)
Outlet
Structure
Type of Liner= 15 TONS, CL I Rip -Rap
Geotextile= 37sy
-Y36- STA. 16+94 LT
-L/US 221 BUS- STA. 849+62 LT
4:1
DETAIL Z
10' WIDE BERM
( Not to Scale)
10'
4:1
i Na
LrowestmmPointlGroand from Top of Berm to \—
lowest control point
1 Distance Varies Depending Upon Specified Elevation —I
D
D=Varies; Distance ----
- L- STA. 693+00 LT, TOP ELEV=3079.5, D=2.5'
- L- STA. 697+87 LT, TOP ELEV=3088.0', D=2.0'
- L- STA. 704+50 LT, TOP ELEV=3087.0', D=2.0'
- L- STA. 711+00 LT, TOP ELEV=3102.5', D=3.1'
- L- STA. 802+90 RT, TOP ELEV=2964.0', D=8.3'
- L- STA. 812+30 RT, TOP ELEV=2928.0', D=2.5'
- L- STA. 816+50 RT, TOP ELEV=2914.0', D=3.1'
- L- STA. 827+50 LT, TOP ELEV=2887.0', D=1.6'
DETAIL AC
10' WIDE BERM
( Not to Scale)
10'
q:l
4:1
1 ----Distance Varies Depending Upon Specified Elevation
D=Varies; Distance
from Top of Berm to
lowest control point
D
Lowest Point
n Proposed
Cut Ditch
(ISP.)
DETAIL AD
BERM DITCH
( Not to Scole)
-L- STA. 734+00 TO STA. 735+00 LT
- L- STA. 675+25 RT, TOP ELEV=3031.0', D=2.1'
- L- STA. 767+00 RT, TOP ELEV=3117.0', D=1.8'
- L- STA. 761+50 RT, TOP ELEV=3108.0', D=2.5'
- L- STA. 765+00 RT, TOP ELEV=3114.5', D=2.4'
- L- STA. 844+00 RT, TOP ELEV=2870.5', D=2.5'
DETAIL AE
BERM DITCH
( Not to Scale)
Type of Liner= CL B RIP -RAP
Min. D=1.0 Ft.
Max. d=1.0 Ft.
- L- STA. 732+00 TO STA. 734+00 LT
- L- STA. 735+00 TO STA. 736+00 LT
DETAIL AF
PIPE OUTLET CHANNEL
( Not to Scale)
-
Geotextile
CHANNEL BED
(Variable)
Class I Rip Rap
Geotextile
- L- STA. 675+55 LT, L=14'
- L- STA. 702+52 RT, L=11'
- L- STA. 704+71 RT, L=10'
- L- STA. 711+37 RT, L=20'
- L- STA. 742+12 RT, L=10'
-Y35- STA. 9+49 LT, L=22'
- L- STA. 762+56 LT, L=10'
- L- STA. 763+56 LT, L=20'
- L- STA. 768+48 LT, L=14'
- L- STA. 788+24 RT, L=8'
- L- STA. 804+92 LT, L=30'
- L- STA. 816+26 LT, L=18'
- L- STA. 827+06 RT, L=10'
- L- STA. 832+60 RT, L=10'
ROADWAY DESIGN
ENGINEER
PAVEMENT DESIGN
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 46
RK!! (
P: [phone]
900 Ridgefield Drive Suite 350 I Raleigh, North Carolina 27609-3960
NC License No. F-0112
TOTAL CHANNEL EXCAVATION = 485 CY
TOTAL CL II RIP RAP = 255 TONS
TOTAL GEOTEXTILE FAB. = 270 SY
Engineers I Construction Maneoe
www.rkk.com
Responsive People I
Creative Solutions

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V10=1.42 Ws
SPE L DITCH
SEE D
LATERA
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SEF
FIRST COMMUNITY BANK
R-2915D TO BE
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:TAIL K
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W/7 SY G'
CONST. BY OTHERS
REMOVE 2GI
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c ?\ IN R-2915D
8 RIPRAM'
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C
BEGIN TIP PROJECT R-2915E _ __:=
k X
X
LARRY D. BOOTH
PERMIT DRAWING
SHEET 4 OF 46
SCALE FOR INSET
50 25 0 50 100
X
GR
SCALE
SEE OUTFALL
ANALYSIS PACKAGE
BRADLEY W. JORDAN
SEE INSET B
�5y
A -A
B-B
C-C
D-D
12.0'
E-E
F-F
0.5'
0.0'
3.0
7.0'
1.0'
8.0'
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0.0'
ROADSIDE
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R-2915D PROPOSED
DRAINAGE
EXISTING R
SITE 2A
V10=9.3 Ws'
20 Ov ' 'IPP '3 i
• Y GEOTEXT LE
P ON BANKS ONLY
SEE DETAIL A,
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
up EXISTING R/W
42" RCP —III
(BURIED 0.7')
30" RCP-1/1 'a..='- l� -
REMOVE IX. 2GI—A REMOVE
24" CMP SYSTEM
REMOVE JB
AND PIPE
SP. CUT DITC .
----- SEE DETAIL A
A
C LATE
SEE
L V DITCH
DETAIL B
SEE INSE
SITE 2B
RISER
T0-3049.34'
IT REAL ESTATE HOLDINGS. LLC
PROJECT REFERENCE NO.
R-29/5E
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
NPO WILEY AUSTIN BAKER
KENNETH TIMOTHY PARSONS
HUSBAND, AND WIFE
BETTY WADDELL PARSONS
WOODS
LATERAL V DITCH
SEE DETAIL 8
/= P
\ +\\NN
\.
2 TON
W/7 SY
010=1.72 cF
V10=1.06 TWs
WANDY KAU T�I�_BAKER
END TIP PROJECT R-2915D
-L- POT Sta. 679 + 90.00
2GI
CL B RIPRAP
GEOTEXTILE
POND
24' RCP —III
SPECIAL CUT DITCH
SEE DETAIL A
48
REMOVE
C \�
BW _
ILOWE'S
+Z+
+/
EXISTING R/W_
oc
ILL W/FF
HOME CENTERS. INC.
2GI
SHEET NO.
HYDRAULICS
ENGINEER
RK C
F.:[phone]
900 Ridgefield Drive Suite 3501 Raleigh, North Carolina 27609-3960
NC License No. F-0112
Engineers n s ru Ion angers 1 Planners I Scientists
wWW.rkk.com
Responsive People I Creative Solutions

PROJECT REFERENCE NO.
SHEET NO.
WET_p hBE.dg
1\ Drawings\4C
MITS_Env,onmen
25
A -A
15.0'
l.oL0
4.0' ROADSIDE
0.2' I
0.5'
1.0' OUTFALL
0
25
B-B
d16.0'
os'
2oL�
4.0' OUTFALL
F-F
16.0'
5.0' OUTFALL
50
SCALE FOR INSET
50 25 0 50 100
SCALE
LATERAL BASE DITCH
SEE DETAIL GBEGIN
FENCE
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
JAMES E. DUVALL AND WIFE,
THELMA W. DUVAL
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
C-C
4.0'
10.2'-
°5L
1.0' OUTFALL
G-G
3.0'
0.5 \ 14�
0.0' OUTFALL
PERMIT DRAWING
SHEET 8 OF 46
//)
//'
WOODS
MIDWAY BAPTIST CHURCH
x-x-X-X
--- CC))O
0
WOODS
//
//
//
//
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0
o
X
w/ B
j'
-30"RCP
JSJS
Mfl51 q=M `•
PROP. 47"
VIW FENCE
X
LATERAL BASE DITCH
SEE DETAIL G
DARD V
SEE DETAIL J
2 TONS CL RI
W/7 SY GE
V10=1.4
MIDWAY BAPTIST CHURCH
0
SR
4
INSET A
SITE 3
JAMES E. DUVALL AND
WIFE.THEL MA W. DUVALL
6 DIP
JB W/
SLAB LID
O
SEE
I N_S_ET_ B
11 TONS CL I RIPRAP
W22 SY GEOTEXTILE
ON BANKS ONLY
SEE DETAIL AF
30" IRCP
11 NS GEOTOCL I
W22f5Y
ON BANKS -
SEE ! TAIL
48" W
JB
w/MH
INSET B
8'551____-
LATERAL BASE DITCH
SEE DETAIL G
24" CSP 48' WW & ISBW
2 ELBOWS
SPRING BOX
ISB
WILKES NATIONAL BANK
Eip
I V10=5.1 firs
JB W/
SLAB LID
SITE 4A
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LATERAL TON BASE DRI H
RAP
Wit TONS E B R
134 SY F GE AIL t 4E
SEE DETAIL L NN
NAD 83/N*SRS 2007
R-29/5E
6
RN SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
KIM PHUONG THI MAI
UNMARRIED
LATERAL BASE DITCH
SEE DETAIL G
� PDE
— _ _ vy •. ������� LATERAL V DITCH PROP 4
NCE iNk
5S8
GARY AND JUDY BARE
6�
SITE 4B 8*DIP
SPRING BOX
4
EXISTING
0/
R. E. WOODIE AND WIFE
NANCY LANE D. WOODIL
24" CSP
2 ELBOWS
LATEL V D CH
W/46 TO.. , .. RIPRAP,
11:. - r"r •TEXTILE
EE DETAIL AA 5 TONS CL B RIPRAP
W/14 SY GEOTEXTILE
Q10-12.28 cfs
CB
V10=1.42 Bps
24'CgG
BST p4
HIGH COUNTRY BANK
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FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR -L- PROFILE SEE SHT. 19
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f
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientist
www.rkk.com
Responsive People Creative Solutions

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727 SY GEO
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DETAIL G
SITE 6B
SITE 6A
SEE INSET A
PROP. 47"
wW FENCE
PERMIT DRAWING
SHEET 13 OF 46
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
SCALE FOR INSET
50 25 0 50 100
SCALE
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REMOVE 39'
JB EX. 42" CMP
w,44H 42" RCP -III
(NOT BURIED)
—_
'''ii•••wi.:;
V10=7.1 Tt/s
SEE INSET B
20 TONS CL I RIPRAP
W/39 SY GEOTEXTILE
ON BANKS ONLY
SEE DETAIL 6F ^, PE
US 221
72. CUNC
EXISTING 6rvi
IDRY DETENTION BASIN
_JSEE 2D-3 THRU 2D-5
09J.338%
RISER 3097.▪ 7'
EE
EXIS R/W
MTL CANOP
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098.0'
BST PA
EXISTING
SKYLINE TELEPHONE MEMBERSHIP
CORPORATION
S 70° 02' 47.9"
—L— REMO
36" CSP
2 ELBOWS
INSET B
S 70'02'47.9"E
/2 \
/ S 17° 40' 41.2" E
/3 S 70' 02' 47.9" E
/�\ S 37'25'l0.6°E
PROJECT REFERENCE NO.
R-29/5E
RAY SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BDO BERM BASE DITCH
W/421 TONS CL B RIPRAP
so 1055 SY GEOTEXTILE
SEE DETAIL 0
EXISTING R 48" WW & ISBW /
� K X X�
�_ :� r_r_�luiw� e•.�a��o �uuw _•rdppn 3• p , .v towcrs it
VE 42
I -A
30" RCP -III
_---- i
SPECIAL CUT DITCH C
W/HINGE
SEE DETAIL W
DROP STRUCT.
(DROLDEPTH=?9 1ww 86 ISBW _ _ _ _ _ — —
EXISTIN RAY
Pi(919)878-9560
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3950
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientist
www.rkk.com
Responsive People 1 Creative Solution
CuBC

PROJECT REFERENCE NO.
SHEET NO.
25 0 25 50
SCALE FOR INSET
50 25 0 50 100
EXISTING R/W
-FERSON RE q'BST
SCALE
2 TONS CL B RIPRAP
W/7 SY GEOTEXTILE
CUT/FILL TRANSITION
A —A
8.0'
0.50.0
0.0' ROADSIDE
D—D
5.0'
I
0.0' / INFALL
BERM BASE DITCH
W/421 TONS CL B RIPRAP
1055 SY GEOTEXTILE
SEE DETAIL 0
PROP. 47"
/ WW FENCE
B—B
lo.o8.0'
0.51
0.0' ROADSIDE
E—E
2.0)) \ 1 �
3.0' / INFALL
C-C
5.0'
0.5T\
0.0' ROADSIDE
JEMSITE DEVELOPMENT. LLC (40%),
CHARLES R. COPE (207.),
JIMMY MILLER (20'/.)
AND PHIL G. STEVENS ('LO%)
INSET A
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
BERM V DITCH
W/65 TONS CL B RIPRAP
188 SY GEOTEXTILE
SEE DETAIL AE
BEGIN /eOt �(_A
FENCE
48" WV( & ISBWNee
QDE � �.n///►• ��'
EE DETAIL'ia "- _
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PERMIT DRAWING
SHEET 16 OF 46
PDE
BERM V DITCH
SEE DETAIL AD
POE
END
FENCE
X X X_X
Xs mc-F7n—X
- _ 4cg` WW & ISBW
_G— _ _ _ TING R/W X�X�XL"1 — G—
_ -X�X�X c 6 ", PE
48. WW & ISBW X�X�X�
_/ Ex15iING R/w
SKYLINE TELEPHONEION MBERSHIP
CORT
SS
EXISTING R/
EMY D. HANDAL
8'AUPE —
77,14
N 0
q0
WOODLAND COMMERCIAL PROPERTIES, LLC
SS
EXITING R/W
VEL H. PIERCE AND WIFE,
CATHY H. PIERCE
GR PA
\ I\\FxISTI Ta
'SR //4,qI
y�MT
�W.�FFERSON BD
- NAG / exBGBG Z/ 0S
CATACORNER \ \„
INVESTMENTS. INC.
/ % f /�R EXISTING R
/
0A4
Q. / /.,///m
/ �:/
`1
BST PA
j// •a
L� �J S?
e ,Olp'
5
6p0 PR
q8 S R
---GREU TL-3 --
i
PLUG & FILL
W/FLOWABLE FILL
L(// RCP il IF5 TONS CL B RIPRAP
W/l4 SY GEOTEXTILE
-PLUG & FILL
W/FLOWABLE
FILL
7
CO ST
-18
NA�y SRS 200'
BERM V DITCH
W/32 TONS CL B RIPRAP
94 5Y GEOTEXTILE
SEE DETAIL AE
SEE INSET A�
SITE 7
R-29/5E
8
RMI SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BERM BASE DITCH
W/773 TONS CL 8 RIPRAP
1937 SY GEOTEXTILE
SEE DETAIL O . DE
PDE�� PDE-it41
6 PE
V10=2.9 fI8I
�JS
ISTI
COUNTY OF ASHE
BST PA
6 5 /9,.
loom 6
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BST PA
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S�Nc al 900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3950
NC License No. F-0112
STING R/W
Engineers I Contra
www.rkk.com
on Managers I Planners I Scientists
Responsive Peoples Creative Solutions

m
Ltj
LLE
25 0 25 50
PERMIT DRAWING
SHEET 18 OF 46
SCALE FOR INSET JEMSICHARLESLR. COPE (20%)(40%),
MLR (0
50 250 50 100 ANDJIMMY PHIL G I STEVENS/(4
20%)
SCALE
//)/
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
FILL IN WETLAND
SP. CAT. V DITCH
.} W/85 TONS
CL B RIPRAP,
O� 237 SY
ti GEOTEXTILE SEE
BERM BASE DITCH DETAIL Q
W081 TONS CL 1 RIPRAP,
371 SY GEOTEXTILE
SEE DETAIL R
W/773 TONS CL BASE DITCH
PRAP BERM BASE DITCH /O— POE '- PpE
1937 SY GEOTEXTILE SEE DETAIL N 'Apt SEE DETAIL 0
Boo DES' `����� ---
,/�y—wAm �— = SITE 9A
�iGi1lE. *
POE
111
TB 2GI
— -- _—__-- —"F—STDAECT W/TO B
GEOTEXTILERIF SY
T H
SEE DETAIL H
TONS CL 1 RIPRAP,,,
W/15 SY GEOTEXTILvy
:UFFALO CREEK
NG R/WW tt
0,
CIS
COUNTY OF ASHE II
20
1\AN
WOODS
SEE INSET A
9`rT,
SITE 8A1
INSET A
V10=3.6 Wsl
2SBW —
0SPRING
x
‘gl SIA
4OTCB
CAT-1
TL
30" CMP - Sd7r.R.�71li1 ^ /l
DROP STRUCTURE /
(DROP DEPTH=1.4') /
30" RCP —III
11 TONS CL I RIPRASEE INSET B
W22 SY GEOTEXTILE
ON BANKS ONLY
SEE DETAIL AF IV10=8.3i
W
EX! IN
INSET B / INSET C
72. CHL
p
/ Wp \VC \\
A —A
3.10'
1.071—\2 V9�
INFALL
O
-H
\
1"V FENCE _.
BST PA
'V' DITCH
SEE DETAIL X
B—B
13.0'
2.00
I
8.0' OUTFALL
JOHNNY J. SULLIVAN
BST DA
W \\ /\�NC CV
o / OST PA \ \
C—C
8.0'
0.2
3.0'1 Sr_
5.0' OUTFALL
T. V DIT
W/595.5
CONC.PAD
EXISPINGA
CONC
PLUG & FILL
SYSTEM W/
FLOWABLE FILL
SITE 8B
BDO
REMOVE RISER
& 9' EX.
24" CMP
':BI4SE DITC
E ETAIL N
30" RCP —III
PROJECT REFERENCE
SHEET NO.
R-29/5E
9
RAY SHEET NO
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
co
Sf �S�
U
� Q
G 72' CHL & 3SBW
— E 7,NG R/W ORNER OF Yi7 exisri BUILDING
cor✓c I CS PROPERTIES OF ASHE. INC. AT CONTROL
URV.= 309061
---- (SURVEYED 1006R6)
EXISTING R/WR/w
BST PA
50 PR
CS PROPERTIES OF
ASHE, INC.
• M930
EXISTING R/W
BST PA
DI
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR —L— PROFILE SEE SHT. 20
FOR -SR1- PROFILE SEE SHT. 26
W
O
O
1-
RK 'i(
Pi [phone]
900 Ridgefield Drive Suite 350 Raleigh, North Carolina 27609-3960
NC License No. F-0112
Engineers I Construction Managers I Planners I Scientists
www.rkk.ccm
Responsive People I Creative Solutions

00
WET_p h1B.d
LE
1\ Drawings\4C
MITS_En,ronmen
25
50
SCALE FOR INSET
50 25 0 50 100
SCALE
///
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
A —A
0
B—B
C—C
0 2'
101'
77-----
I D 2' I
0.51
1.0E
2.00 1
2.0'
INFALL
/
4.0'
\
OUTFALL
3.0' OUTFALL
ROBERT CLAYTON LONG AND
WIFE, SARAH DEAN LONG
'V' DITCH
U
20+00
EXISTING R
PERMIT DRAWING
SHEET 21 OF 46
30'
INSET A
A
INSET B INSET G
D—D
11.0'
E—E
8.0'
F—F
15.5'
G—G 1
19.0' \
02'
IO2
������07'
I p9' �I
2.51 1/
0.51 1�
5.ojY
8.0TE l/
\
5.0' OUTFALL
2.0' INFALL
6.Sy OUTFALL
/I
10.0' OU.TFALL
ROBERT CLAYTON LONG AND
WIFE, SARAH DEAN LONG
SITE 11D
V10=5.0 Ws
64 TONS CL II RIPRAP
W/119 SY GEOTEXTILE
EMBEDDED IN CHANNEL
SEE STD. 876.01
(RIP RAP IN CHANNELS(
PIPES DO
NOT INTERSECT
SEE
INSET A
RCP -III
OP S RUCT.
(DROP DEPTH 8 5 (
eta = MED. V DITCH
DA L I (
. RCP
y.1► 24 S:b _
8' Val & 2513W -
ELBOWS
OVE65E'1PL�
DI
42"
RCP -III
POSSIBLEANJ)B
PER PL
GR PLUG & FILL
W/PLOWABLE
FILL
STONE QUARRY xPOSSS.
Y/ftg
• SP. CATDE. V TAIL F DITCH
F
11C ^ EE // � SMOOTH LINING
)I' SITE WETLANDS SET/ / ,1J�// // a a
(RIP€RAP P : / 2k G) / a a� v, .. ..
1AV11 B _ / / �� �_ X ,�, X=
F • '
MCAA �X y� vo-
EXISTING R/W Il ,Az O - _ — l\]
- a +� ��
a pl‘E\
lapNE/ a/ �5G\\m\a I� Da y/a cT`R0BERT CLAYTN111 NG AND //� `��a +A/��YVlD RAILX X� WD RA� G WIFE. SARAH �� LONG ��ON/+ 0
CS PROPERTIES
OF ASHE, INC.
EXISTING R/w
INSET F
0.15 ft/
KATHY H. HOWELL AND
LINDA H. BELGER
2 TON B RIPRAP
W/7 SY GEOTEXTILE ?
RETAIN INSTALL
C�\
JAMES P.G. MURRAY,
A 99% UNDIVIDED INTEREST AND
STANLY DWAYNE ELLIOTT
A I% UNDIVIDED INTEREST
PA
PLU & FII.L
W/FLF• BLUl1E�
JOHNIN ISWIFEVAN
ISMTL BUS LII S LLIVAN
15�/
/// /
SITE 12
PROJECT REFERENCE NO.
R-29/5E
RAN SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
x p.0
x�x RAIL
IT' RUBY R. ABSHER LIVING TRUST
REED REAL ESTATE? \ �� II
\ 'a
GR PA \� / I
al a
▪ E%IST u'Y - FWD RAIL L J
E%STINGRY $ ���
E ! - EI — — — —G —fj _ —y ZE" —ASP&
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15" CSPP a a a a a
2 ELBOWS
48 . I RI " ,- / DI ��
WB9„ w'�`' OTEpXITILE 7
SE DETAIL Q`FL�/. / UNLESS ALL SIGNATURES COMPLETED
v / 0// �- \\ a��
/ / / i SEE II /�/� ) y, � ooe
INSET G i — �000� Q gR5 ZpOI
2I
I �'�EIP� \ la BST —
N
6 PR wD
SEE \
INSET C
8 TONS CL B RIPRAP
W21 SY GEOTEXTILE
ON BANKS ONLY
SEE D TAIL AF
SITE 13A
LV10=7.6 WsI
MA MX /al II
-- Id -2f 30`d1.6'-
50 PR
T--
HDPE
MICHAEL ALOIAAND WIFE,
CINDEE EE L. L. ALOIA
CANDLELIGHT DR.
SITE 13C
'30„
P-III
OT
RIE.
SPECIAL CUT DITCH
SEE DETAIL W
SE OUTFALL
A SIS PACKAGE
SEE
• I S ETAD
PLUG & FILL
W/FLOWABLE
FILL
JURISDICTIONAL
STREAM BETWEEN
EXISTING PIPES
I'/p SFD
40 TONS CL IRIP',-P
W/75 SY EOTEXTIIE
ON Ada.. ONL
��L AF
SITE 14A
60" RCP -III
(NOT BURIED(
S = 0.5%
• DROP STRUCT.
(DROP DEPTH =2.6')
ECIAL CUT DITCH
E DETAIL W
t
SITE 13B
STD. BASE DITCH
W23 TONS CL II RIPRAP,
46 SY GEOTEXTILE
.. .S -D A
o, _ 50
V. ICI
/ I
GI-
1
0' WIDE BERM
-
TOP ELEV. 3114.5'
SEE DETAIL AC
INSET C INSET D INSET E
Mid(
EAR -I -HEN
P: (919(878-9560
900 Ridgefeld Drive Suite 3501 Raleigh, North Carolina 27609-3960
NC License No. F-0112
Engineers Construction Managers I Planners I Scientists
www.rkk.com
/ LAL
Responsive People l Creative Solutions

PROJECT REFERENCE NO.
R-29/5E
SHEET NO.
01
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ENGINEER
INCOMPLE
DO NOT USE FOR
HYDRAULICS
ENGINEER
E PLANS
/ W ACOUISFI•ION
ERELIMIN
DO NOT USE FO
RY PLANS
CONSTRUCTION
DOCU ENT NOT CONSIDERED FINAL
UNLES ALL SIGNATURES COMPLETED
PERMIT D
SHEET
MOON
MOON
MOON
MOON
3120
3115
3110
1
3070
300 250 200 150 100 50 0 50 100 150 200 250

coco
25
0
25
50
SCALE FOR INSET
50 25 0 50 100
0
r
1—
LLI
LLJ
2
N
LLJ
LLI
V)
O
O
F-
J
SCALE
R/
D. BASE DITCH
TONS CL II RIPRAP,
SY GEOTEXTILE
SEE DETAIL U
60" RCP -III
\,w44H I tf SEECUTTDIT ,
SEE INSE .
T70' WIRREE BERM Sp,.
TOP LEN. 3114.5' �EE_IJk1AIL AC
Q
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
DENOTES MECHANIZED
CLEARING
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 25 OF 46
ON5 CL I RIPRAP
W/3.0 SY GEOTEXTILE
ON BANKS ONLY
SEE DETAIL A
DROP STRUCT.
(DROP DEPTH =6.5')//
WOODS J
10' WIDE BERM
TOP ELEV. 3117.0'
SEE DETAIL AC
SITE 14B
DROP STRUCT.
DROP DEPTH =5.6')
x
SITE 15A
EIP
SEE
INSET A
RCP -III
JB
H
PLUG & FILL
W/FLOWABLE
FILL
SPECIAL CUT DITCH
SEE DETAIL W
UNDER cIANDLELIGHT
DR. IS yNDERSIZED
& PERCHED, INSTALL
A JB WITH A DROP
IN THE 'BOX TO TIE
THE EXISTING 36"
TO A NEW PROPOSED
60" RCP OUTLET
EXISTING R/W
MICHAEL ALOIA
AAAND WIFE,
CINDEE
C �
/ SPECIAL CUT DITCH
SEE DETAIL A
INSET A INSET B
\
MILLARD B. DANCY AND WIFE,
GEORGIA L. DANCY
36" CSP
2 ELBOWS
STD. BASE DITCH
W/31 TONS CL I RIPRAP,
69 SY GEOTEXTILE
SEE DETAIL D
SITE 16
INSET C
JERRY AND ROBIN BROWN'
NCDOT
EXISTING R/W
PLUG & FILL
W/FLOWABLE
�11 L
4 TONS CL I RIPRAP
W/1O SY GEOTEXTILE
N 19`2/'1IJ"E l -L-
—T Fo-- T SO — —
EXISTING
SITE 15B
A -A
B-B
5.0'
C-C
5.0'
D-D
E-E
F-F
6.0'
\
G-G
.0'
,
O
IO ,
,0, 0,7.0'
-/
06
'W
j,I \08.0'
1.0'J 1 /
1.0' 1
\ 1 /
1.0711
1.5'J—\
V
j-I\012.0'
4.SJ—\ 1
j�\0
1.5'J
1
2.5'
I
I
, I I
I I
,
I
5.0' OUTFALL
1.5'
OUTFALL
3.0' OUTFALL
2.0'
ROADSIDE
4.0' INFALL
1.5'
INFALL
1.5
INFALL
CONY. DI
TO JB W/MH
X XX
dA' WW R 20Busi CAI
SR 1251 CANDELIGHT DR "ad' BST
X
EXISTING R/W
\ D. NEWTON CAVIN%S
Ca Cc
THOMAS JARMEN AND WIFE.
LINDA JARMEN
WILLIAM H. WILKINSON HUSBAND.
AND WIFE KAREN WILKINSON
H-H
1-I
J-J
6.0'7
5.0'
/
6.0'
1.0'
�.U'
TT
0.5'
1.5'
INFALL
2.0' NFALL
3.0'
INFALL
IAN BORELLE AND
Y CORDELLA MILLER
SEE OUTF LL
ALYS)S PAS KAGE
STD. BASE DITCH
169 SY GE• R IL P
SEE DETAIL Y
SEE INSET D
US 221
P
53
[V10=9.1 R/s
SITE 17B
THOMAS JARMEN AND WIFE,
LINDA JARMEN
EXISTING R/
12' CMP,/
RISER!
stT. ,c3L.
FkST/ C
�' RK
0
JERRY L. BROWN
PROJECT REFERENCE NO.
R-29/5E
RW SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
//
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
42 CSP
2 ELBOWS
\\a l�
P � �
4 s
RODNEY TE B L' iRRGANQUSBAND,
AND WIF I1 I F ORGAN o
11/2 SFD
FS
2G1,64 RNA,
SITE 17A
DROP STRUCT.
pMH_� (DROP DEPTH =7.4')
T T T GREU TL-3
SPECIAL CUT DITCH
SEE DETAIL W
CHRIS DORISE LE
ZPELEZO WIFE.
RK'4t (
N
1—
LLJ
LLJ
2
V)
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR -L- PROFILE SEE SHT. 21
Engineers I Construction Managers I Planners I Scientists
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0
0J
25 50
SCALE FOR INSET
50 25 0 50 100
SCALE
R
KI
BST
CO
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DEREK MCCL
ANTHONY GLE
HUSBAND,/
SARAH FARM
DN TERREL MORGAN HUSBA
WIFE CAMILLE MORGAN /,
'.H
LLJ
LLJ ----
V)
STA. 779 + 00
EXISTING R
SITE 18
STD. BASE DITCH
W/31 TONS CL I RIPRAP
63 SY GEOTEXTILE
SEE DETAIL D
II V10=4.0 Ws
2GI
FS
El
GOODMAN
D WIFE
GOODMAN
SEE INSET A
PLUG & FILL
W/4LOWABLE
FILL
60" CO C
REMOVE 25'
EX. 24" CMP
SPECIAL CUT- CAR
SEE DETAIL W AND EXTEND
24" CSP
(2 ELBOWS)
EIP
EXISTING R/
2GI
2GI
EXISTING R
JAMES C. LITTLEFIELD AND WIFE,
B.
ANN B. LITTLEFIELD
2
PERMIT DRAWING
SHEET 29 OF 46
ING
/2'GR
INSET A
I � �
I '
I --
Iz
48' WW & ISE
C 60" CONE
15" RCP -III
2GI
►
BST
C SPECEI�CUTIL- WCn
DONNA J H WEAVER
6�CONC
EXISTING R
INSET B
TRI COUNTY PAVING, INC
BST PA
J
EXISTING R/
48'WW & ISBW/C�
X X X-0
288
STEPHEN J. BLEVINS &
SANDRA E. BLEVINS
US 221
SPECIAL CUT DITCH
W/602 SY PSRM
SEE DETAIL AA
a�Z
S/T�'
REMOVE
SYSTEM
q� 2GI IFS
2GI-A
REMOVE
SYSTEM
JER AD WI ELM. WILLAAND RD WIFE,
L /
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/Im
/ y
EXISTING
V10=6.2 Ws
DROP STRUCT.
(DROP DEPTH=3.4')
15'
24" RCP -III
SITE 19
SS BW
A -A
B-B
CAC
0
D-D
0
EI-E
F-F
�I p18.0' ---7,p
0.18.0'
�I .0
�I 0.0
IpI
LO'
1.5 L\ 1
4.0' OUTFACE
2.0J_\ r-
2.0' ROADSIDE
1.0'J_\ 1
0.0' ROADSIDE
1.5 L\ 1
0.0' OUTFACE
3.0'
3.0'
1
1
OUTFACE
j�I \0.04.0'
1.0- \ 1 7-
I I
0.0' ROADSIDE
9/4 0N18S1X3
PACK FAN INVESTMENTS, LLC
.IS
7 TONS CL I RIPRAP
W/15 SY GEOTEXTILE
ON BANKS ONLY
SEE DETAIL AF
SEE
INSET B
EXITING
S
CINJO, INC
•
JOHN C. JONES
EIP
JERRY F. WHITLEY AND WIFE,
IMOJEAN M. WHITLEY
PROJECT REFERENCE NO.
SHEET NO.
R-29/5E
/2
RN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LATERAL BASE DITCH
SEE DETAIL M
LEOBARDO REYES CRESCENDO
Q
<23
<23
53
554
�4s
EXIST,
W
RK 1
P:[phone]
900 Ridgefield Drive Suite 3501 Raleigh, North Carolina 27609-3960
NC License No. F-0112
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR —L— PROFILE SEE SHT. 22
Engineers I Construction Managers 1 Planners I Scientists
www.rkk.com
Responsive People) Creative Solutions

25 0 25 50
SCALE FOR INSET
50 25 0 50 100
LEOBARDO
REYES
CRESCENCIO0
Q
1•
5.91%
SCALE
PLUG 8 FILL
W/FLOWABLE
FILL
Q SEE INSET A
z//)/
TOE PROTECTION
W/62 TONS CL B RIPRA
181 SY GEOTEXTILE
SEE DETAIL V tK,
STD. BASE
W/43 TONS C
89 SY GEO'
SEE DETAI
ITC
XT
D
V10=4.4 fv 1
SITE 20
EIP
XISTING R
JERKY
IMOJEA
FWHNITLEY AND LEYW\
M. WHIT
PERMIT DRAWING
SHEET 31 OF 46
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
IN WETLAND
DENOTES MECHANIZED
CLEARING
EXISTING R/W
m I
LATERAL BASE DITC11
SEE DETAIL G `^
E
NG R
INSET A INSET B
SITE 21
Q10=5.9 cfs
- V10=1.9 8
E WERAL BASE DITCHE
W/85,TONS CL B RIPRAP,
226 SY GEOTEXTILE,
DETAIL L
R
MATTHEW FRAMPTON AND
CHRISTOPHER FRAMPTON
A -A
T1.o'
3.0 \ 1�
2.5' INFALL
EgiSTING R
A
EIP
B-B
4.0'
0.
1.5'1—\ \2
2.0' ". OUTFACE
EXISTING R/
INSET C
TRACIE JORDAN
EXISTING R
TRACIE JORDAN
�Rw
PROP. 47'
SITE 22A
BEGINF LATERAL VC
DITCH
FENCE W�79 TONS CL I RIPRAP,
431 SY 1'AIL K ICE
SEE DETAIL K
SEE INSET B
EIP
EIP (Ai EXISTING R/
\ eClu
0TOY I RIPRAP
•Y GEOTEXTILE d-
O BANKS ONLY
+//OWIGHT
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y �, 46 ASV JOHN F. BARE
G�i�O �'°�^RtwS'iA�lti �v&■ a.AVAw t ��.ti�7
DETAIL . -
15"
RCP -III
30"
R P-IV
DROP STRUCT.
(DROP DEPTH=4.6')
RCP -III
LATERAL V DITCH
W/118 TONS CL B RIPRAP,
282 SY GEOTEXTILE
SEE DETAIL K
BENNY B. HURLEY AND
VICKEY S. HURLEY
/
8
PROJECT REFERENCE NO.
SHEET NO.
R-29/5E
/3
RNV SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DREW C. .NiCKSON, JI'
SITE 22B
01
01 2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE OUTFALL
ANALYSIS PACKAGE
WAYNE F. STANLEY
2 TONS CL B RIPRAP
W SY GECXTILE
e
s�
CONC
BERT STEVEN
FREEMAN
REGORY DENNIS
FREEMAN,
YMLO NDROGAN
FREEMAN
1
W
W
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0
0
co 5.910
H
F J
J
RKd(
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR -L- PROFILE SEE SHT. 23
Engineers I Construction Managers 1 Planners I Scientists
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PROJECT REFERENCE NO.
R-29/5E
SHEET NO.
-o
3
o_
w
0)
N
CC
U
0
0)
0
0
0
E
0
cc
cc
U
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Q=�
MCC
2,995
2,990
2,985
2,980
2,975
2,970
2,965
2,960
2,955
2,950
,945
2,940
2,935
SITE 22
U
803+5
6
ROADWAY DESIGN
ENGINEER
INCOMPLE
DO NOT USE FOR
HYDRAULICS
ENGINEER
TE PLANS
7i W ACQUISITION
ERELIMINA
DO NOT USE FOA
RY PLANS
CONSTRUCTION
DOCIAIENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
W
95S2
T T
2
EXISTING INLET
ELEVATION = 2952.12
/
i
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
48„
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\
\
\
\
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-\ RCP III
EXISTING -
GROUND
2,930
2,925
2,920
PR
OPOSED 66
C
JUNCTION ---
BOX
RCP -III (VOT BURIED)
A.
length = 380')
S - 0.4%
\--DROP
0
S
ELEVATI
E
0
D
N
300 250 200 150 100 50 0 50 100 150 200 250
0
2
UTL
9
3
ET
4
1
2,995
I 2,990
2,985
2,980
2,975
2,970
2,965
2,960
2,955
2,950
2,945
2,940
- 2,935
2,930
2,925
2,920

00op
WET_p h14.d
w
1\ Drawings\4C
MITS_En,ronmen
SCALE FOR INSET
50 25 0 50 100
SCALE
CHARLOTTE 'arc BLAKE
' 14S
ERTHA
WOODIE yF°
INSET A
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 34 OF 46
JOSEPH RONALD GRAYBEAL,
HUSBAND AND WIFE
PATRICIA BARKER GRAYBEAL
8 TONS -GEAR RIPRAP
W21 SY GEOTEXTILE
48.
i PLACE SPRING BOX AND 12" CSP
OUTLET PIPE AT -L- 812+00 +/- LT. SPRINGp/ ---
IF SPRING IS IMPACTED BY 30" RCP -III
GRADING OPERATIONS
PLUG 8 FILL
W/FLOWABLE DROP STRUCT.
i FILL (L1JtOP DEPTH=6.2'I
STD. BASE D-'-
W22 TONS CL I RIPRAP,
45 SY GEOTEXTILE
SEE DETAIL D
TMTL
2GI
LATERAL BASE DITCH
W/83 TONS CL I RIPRAP,
172 SY GEOTEXTILE
SEE DETAIL L
INSET B
15" CSP
2 ELBOWS
SITE 23
2 TONS s
LATERAL BASE DITCH
SEE DETAIL G
JB w'MH
1osc2Nc
O #8TO RIPRA\�\�
O 5 SY G TEXTILE
H' ON BANKS ONLY
U) SEE DETAIL AF 0.,-P,pf"
9 OD
Pi
SITE 4B
I
OUTFACE
TFALL
2.0' INFALL
WANDRONALDWALKER
GIRTMAN, HUSBAND
SITE 24C
60" RCP -III
V10-9.6 f14
L. F. ANDERSON, JR.
AND WIFE
INA C. ANDERSON
105DIP \
SEE DETAIL G ya•wA
E TERBASE DITCFS 7,..- , r�
`AL
^�L PLOWABLE
WOODS—_= --gal
.� �
2 Te S .p
--�-- �r: W 'SY GEOTEXTILE 7�` p \\
LATERAL DITCH\
p i!) SEE DE IL
V GEOBTE)RI�LE SEE INSET B ,* �
SEE INSET C \
BENNY B. HURLEY AND
VICKEY S. HURLEY
NSET C INSET D
LATERAL BASE DITCH
SEE DETAIL G
SITE 24A
WOODS
/v/
DONALLDANDPROUEDFOOT
GLORIA PRWOUDFOOT
GURNEY G. MYERS
AND WIFE
JOANNE S. MYERS
PROJECT REFERENCE NO.
R-29/5E
RN SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
/4
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
/UNCLE JOE'S LLC
vy v
DOUGLAS TAYLOR
0
0
03
W
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N
0
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AND WIF
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ARRIOLA
N
CALLOWAY PROPERTIES, LLC
V10=18.6
,SITE 25B
RK 1
W
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
Engineers I Construction Managers 1 Planners I Scientists
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7
Ln
PROJECT REFERENCE NO.
R-29/5E
SHEET NO.
CD
J
LL
w
Lu
ce
Ln
N
01
U
V
CD
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N
0
0
LLI
Lu
0
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2,930
2 925
2.920
2,915
2 910
2 905
2,900
2,895
2,890
2,885
2,880
2,875
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ENGINEER
INC •MPLEIIE PLANS
DO NOT USE FOR ' / W ACQUISITION
PRELIMIN A RY PLANS
DO NOT USE PO CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1
PERMIT: DRAWING :
SHEET :36: OF: 46:
2,930
PROPO
SED
2
WS
9L
8
5
"I STA 816 07.05
SKEW=77
•
• •.
6)" RCP—
MIMMIIIIMEr GROUND
PROPOSED OUTL
ELEVATION = 2896
ET
7'
2 995
292,0
2,915
2 910
2,905
2,900
2,895
2,890
2,885
2,880
2,875
2,870
PROPO
s
• •1' ' 'III (NOT BURIED)
(length =162')
2,870
300 250 200 150 100 50 0 50 100 150 200 250

0
0J
-0
5-
3
CC
0_
5-
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C
0
O
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F
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25 0 25 50
SCALE FOR INSET
50 25 0 50 100
`IIII
SCALE
TOWN OF JEFF
EXISTING
ASHE COUNTY BOARD
OF EDUCATION E
ISBK Bus
E%ISTING R/W EI
DENOTES EXCAVATION
IN WETLAND
DENOTES FILL IN
WETLAND
DENOTES IMPACTS IN
SURFACE WATER
PERMIT DRAWING
SHEET 37 OF 46
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
BST BA E
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co
HE BOARD OFEDUCATION Lu/ i o
OF ASHE COUNTY a/ t CR RA
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WIFE, DIANNE B. HUGHES
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BST PA '
E%'STING R/
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2
PVC
THE BOARD OFEDUCATION
OF ASHE COUNTY
EXISTING IT
—r -uv ERALB' i r _ - - -
SEE DETAIL G • 48" WW & IS
EIF
INSET B INSET C
INSET A
-EIYE7-371
BST PA JERRY W. ABSHER
AND WIFE
SUSAN R. ABSHER
M9YE_16 Wig MP
I7
ABSHER
ENTERPRISE
LLC
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LINE WH lg Tp RAP�
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RRELL GAM
ISBKD
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ROBERT L. ELLIOT
AND WIFE,
REDA S. ELLIOTT
Cave
HOUSING CORPORAT ON
GEORGE SANTUCCI. JR.
ANE D BENOSKY
/JAMES M.MCCLURE
HUSBAND, AND WIFE
DEBORAH L. MCCLURE
84,
GREGOR ANE M. FIITCHLEE D WIFE
CHARLES ANDREW
CAUDILL
JAM EARL
PENNINGTON, JR.
HUSBAND, AND WIFE
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ISTING R
LATERAL V DITCH
SEE DETAIL B
EXISTING R
WILLARD CHURCH AND WIF
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JOE RAY BLEVINS AND WIFE.
MARGARET S. BLEVINS
D-D
16.0'
7.0 1
3.0' �INFALL
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HUSBAND
AND WIF
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MA GRE
SITE 27A
JS NAKED CREEK
8' CON* re
48. WW ISBW
GLADYS S. KESTER
SITE 27B
PROJECT REFERENCE NO.
R-29/5E
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
/5
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
JOEL W. YATES, JR.
24" CSP /
2 ELBOWS / E
2 A
H = S CL B RIPRAP
\ RAYMOND LEE BELCHER
AND WIFE,
WENDY LEE BELCHER
\\ T
BREMICHELLET C. ANDI WIFE,
•
NORTH CAROLINA
AND CAROLINA
FARM CREDIT, ACA
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4a
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LARRY E. NEAVES AND
JUDY B. NEAVES
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P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR —L— PROFILE SEE SHT. 24
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7
Ln
PROJECT REFERENCE NO.
R-29/5E
SHEET NO.
2,900
2,895
2,890
2 885
2,880
2,875
2,870
2,865
2,860
2,855
2,850
2,845
SITE26
85.4
,E0Guot
826+-W
f.I - STA 326 * 91.1.
SKEW=101
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INC•MPLE`Il'E PLANS
DO NOT USE FOR 5/ W ACQUISITION
PRELIMINARY PLANS
DO NOT USE PO R CONSTRUCTION
DOCUMENT NOT CONSIDERED:FINAL
UNLESS ALL SIGNATURES COMPLETED:
PERMIT: DRAWING :
SHEET 39 OF: 46
60" RCP II
PROPOSED
CHANNEL
CHANGE
PROPOSED INLET
ELEVATION =2880.8'
s-0 5%
- PROPOSED OUTLET
ELEVATION - 2880.1'
PROPOSED 60" RCP -III (BURIED 1.0)
(length =139')
2,
900
2,895
2,890
2,885
2,880
2,875
2,870
2,865
2,860
2,855
2,50
2,845
300 250 200 150 100 50 0 50 100 150 200 250

PROJECT REFERENCE NO.
SHEET NO.
0—
c
op
grijp
25 0 25 50
SCALE FOR INSET
50 25 0 50 100
SCALE
PROP. NOISE WALL
END NOISE WA
AND BARRIER
Sso.836+85.0_
0nJ0 1074 TONSDC
15
2 ELBO
A —A
12.0'
5.0� 1-
I
5.0' INFALL
B—B
12.5'
2.5L5 1�
7.5' ROADSIDE
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET 41 OF 46
0 Li
DITCH
51
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CULVERT INLET
DETAIL -L-
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INSET A
SITE 28A
; 'NSET B
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4095 SY GEOTEXTILE -�
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GR
PROP. 2' CONCRETE SILL -
INSET 1' INTO EXISTING
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(INLET 8, OUTLET),
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7 TON CL B RIPRAP, C
• 4 SY GEOTEXTILE
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LX
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X 36" WWWW X
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US 22/8US ._
R-29/5E
/6
RAY SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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1.4
RK IlC
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
FOR DRN. DETAILS SEE SHTS. 2D-1 OR 2D-2
FOR —L— PROFILE SEE SHT. 25
Engineers I Construction Managers I Planners I Scientists
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7
Ln
PROJECT REFERENCE NO.
R-29/5E
SHEET NO.
0
o_
L
0)
N
CC
U
V
CD
al
O
7
E
0
w
CC
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0
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S
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TE 28
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
INC• MPLE
DO NOT USE FOR
E PLANS
/ W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
::PERMIT: DRAWING
::SHEET :43: OF 46:
2,900
2 895
2,890
2 885
2.880
7,875
2,870
2,865
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2,855
2,850
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870
2,865
2,860
2,855
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2,845
300
250
200
150
100
50
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////
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COUNTY OF ASHE
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112
75'
CMAP
DENOTES MECHANIZED
CLEARING
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
co
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ss
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REMOVE EXISTING
CB COLLAR &
EXTEND 18" CSP
(2 ELBOWS
TO TIE TO NEW
PROPOSED CB 1705
IE TO EXISTING
CURB & GUTTER
'" (DESTINATION LINK.
18" CSP
2 ELBOWS
6"PVC
PERMIT DRAWING
SHEET 44 OF 46
JOHNSTON PROPERTIES, INC.
EXISTING R/w
INSET A
cam•oo
PROJECT REFERENCE NO. SHEET NO.
R-29/5E 17
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RK 1
P:[phone]
900 Ridgefield Drive Suite 350I Raleigh, North Carolina 27609-3960
NC License No. F-0112
COUNTY OF ASHE
Engineers I Construction Managers I Planners I Scientists
www.rkk.com
Responsive People Creative Solutions

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
-L- 670+03 to 670+45 RT
DITCH
< 0.01
2A
-L- 675+33 to 675+66 LT
BANK STABILIZATION
< 0.01
< 0.01
14
17
2B
-L- 676+43 to 677+27 RT
42" RCP -III
0.02
< 0.01
0.01
< 0.01
57
21
3
-L- 701+14 to 702+66 RT
DITCH
0.01
30" RCP -III
< 0.01
0.02
4A
-L- 705+04 to 705+37 LT
FILL
< 0.01
4B
-L- 704+66 to 704+84 RT
30" RCP -III
< 0.01
0.03
BANK STABILIZATION
< 0.01
< 0.01
11
10
5
-L- 706+60 to 707+07 RT
DITCH & EXIST. 18" CMP
< 0.01
0.01
6A
-L- 711+85 to 713+30 LT
42" RCP -III
0.04
0.02
< 0.01
< 0.01
52
10
6B
-L- 711+15 to 711+42 RT
BANK STABILIZATION
< 0.01
< 0.01
27
10
7
-L- 735+40 to 735+61 RT
DITCH
< 0.01
24
8A
-L- 740+22 to 740+56 RT
DITCH
< 0.01
32
8B
-L- 747+64 to 747+86 RT
PLUG/FILL & HEADCUT
< 0.01
< 0.01
20
9A
-L- 742+35 to 743+21 LT
24" CSP, 30" RCP -III
0.09
< 0.01
33
-L- 742+06 to 742+11 RT
BANK STABILIZATION-TRIB
< 0.01
< 0.01
10
7
9B
-L- 741+98 to 742+15 RT
BANK STABILIZATION- LITTLE
BUFFALO CREEK
< 0.01
19
10
-L- 754+26 to 754+54 RT
15" RCP -III
< 0.01
< 0.01
11A
L- 750+89 to 751+24 RT
Existing 66" CMP
< 0.01
22
116
< 0.01
10
11C
<0.01
11
11D
<0.01
<0.01
27
10
12
-Y35- 9+25 to 9+50 LT
BANK STABILIZATION
< 0.01
< 0.01
17
10
13A
-L- 762+53 to 762+76 LT
30" RCP -Ill
< 0.01
31
BANK STABILIZATION
< 0.01
< 0.01
11
10
13B
-L- 763+07 to 763+40 RT
30" RCP -III
0.01
< 0.01
60
13C
-L- 762+53 to 762+38 LT
SPRING BOX
< 0.01
< 0.01
25
23
14A
-L- 763+31 to 763+73 LT
60" RCP -Ill
< 0.01
23
BANK STABILIZATION
< 0.01
< 0.01
23
10
14B
-L- 765+28 to 765+72 RT
60" RCP -III
< 0.01
63
15A
-L- 768+02 to 768+66 LT
36" RCP -Ill
0.01
< 0.01
< 0.01
31
BANK STABILIZATION
< 0.01
< 0.01
15
10
15B
-L- 770+68 to 770+93 RT
EXIST. 36" CMP
0.01
< 0.01
23
16
-L- 769+54 to 770+29 RT
EXIST. 36" CMP
0.03
17A
-L- 776+79 to 777+26 LT
42" RCP -III
0.01
115
17B
-L- 775+45 to 776+91 RT
DITCH
< 0.01
146
18
-L- 780+80 to 781+00 LT
24" RCP -III & DITCH
< 0.01
< 0.01
39
12
19
-L- 788+03 to 788+42 RT
24" RCP -Ill
< 0.01
22
BANK STABILIZATION
< 0.01
< 0.01
8
10
20
-L- 793+05 to 793+30 RT
DITCH
< 0.01
25
21
-L- 797+03 to 799+22 LT
FILL & DITCH
0.03
0.01
< 0.01
22A
-L- 802+05 to 802+32 RT
EXIST. 48" CMP
< 0.01
22
22B
-L- 804+49 to 805+11 LT
66" RCP -Ill
< 0.01
61
BANK STABILIZATION
< 0.01
< 0.01
31
10
23
-L- 810+70 to 811+24 RT
FILL
< 0.01
55
24A
-L- 815+76 to 815+87 RT
60" RCP -III
< 0.01
< 0.01
30
22
24B
-L- 816+22 to 816+61 LT
BANK STABILIZATION- TRIB
< 0.01
18
24C
BANK STABILIZATION- NAKED
< 0.01
< 0.01
20
20
CREEK
25A
-Y36- 16+29 to 16+46 RT
EXIST. 24" CMP
< 0.01
< 0.01
13
12
25B
-Y36- 16+72 to 17+17 LT
BANK STABILIZATION
< 0.01
< 0.01
17
20
26A
-L- 823+43 to 826+83 LT
DITCH & 60" RCP -III
0.01
0.04
< 0.01
< 0.01
19
8
26B
-L- 826+80 to 827+32 RT
BANK STABILIZATION-TRIB
< 0.01
8
26C
BANK STABILIZATION- NAKED
< 0.01
< 0.01
32
20
CREEK
27A
-L- 832+48 to 832+87 RT
BANK STABILIZATION-TRIB
< 0.01
15
27B
BANK STABILIZATION- NAKED
CREEK
< 0.01
< 0.01
18
30
28A
-L- 838+81 to 839+70 LT
BANK STABILIZATION
0.01
< 0.01
88
10
28B
-L- 837+00 to 837+71 RT
BANK STABILIZATION
0.02
< 0.01
59
10
29
-L- 844+25 to 844+38 RT
42" RCP -IV
< 0.01
< 0.01
5
15
30
-L- 849+47 to 849+82 LT
BANK STABILIZATION
< 0.01
< 0.01
17
21
31
-L- 848+81 to 848+99 LT
PLUG/FILL
0.02
TOTALS":
0.28
< 0.01
0.05
0.13
0.14
0.07
1366
576
0
*Rounded totals are sum of actual impacts
NOTES:
1. Temporary Surface Water Impacts are expected during installation of the existing pipes that require a smooth liner
Remus 2013 03n
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MARCH 2019
ASHE
R-2915E
SHEET 46 OF 46