20011504 Ver 1_Complete File_20011016

A
Division of Water Quality
November 26, 2001
CERTIFIED MAIL: 7099 3400 0006 9315 5810
Return Receipt Requested
Mr. Heath Slaughter
NC Department of Transportation
Division 11
PO Box 250
North Wilkesboro, NC 28659
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
SR 1513, North Fork New River Road
DWQ Project # 01 1504
Ashe County
Dear Mr. Slaughter:
You have our approval, in accordance with the attached conditions (WQC #3289) and the
conditions listed below, to discharge fill into 307 linear feet (total) of five unnamed tributaries to
North Fork New River, Class C + Waters, New River Basin for the purpose of upgrading six
road crossings along SR 1513, Ashe County. The activity must be conducted as indicated in
your application dated October 9, 2001.
This approval is only for the impacts listed above and for the activities that you described
in your application received by the Division of Water Quality on October 16, 2001. We have
determined that General Water Quality Certifications Number 3289 covers this fill activity.
These Certifications allow you to use Nationwide Permit Number 14 when issued by the US
Army Corps of Engineers. Please keep in mind that there may be additional Federal, State and
Local regulations applicable to your project, such as the Sedimentation and Pollution Control
Act, Non-Discharge and Water Supply Watershed Regulations, whereby you may be required to
obtain permits and/or approvals prior to beginning your project. In addition, this approval will
expire when the accompanying 404 Permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purposes and designs that you described in your
application. If you change your project, you must notify the Division in writing and you may be
required to submit a new application for a new Certification. If the property is sold, the new
owner must be given a copy of the Certifications and approval letter and is thereby responsible
for complying with all conditions.

01 1504
Page 2
If total wetland or individual stream fill for this project (now or in the future) exceeds one
acre or 150 linear feet respectively, compensatory mitigation may be required as described in
15A NCAC 2H.0506(h). For this approval to be valid, you must follow the conditions listed in
the attached Certification and the additional condition listed below:
Instream work and land disturbance within the 25-foot riparian buffer zone are prohibited
during the smallmouth bass spawning season of May I through June 30, or as determined
by the North Carolina Wildlife Resources Commission.
2. As-built plans and the attached Certificate of Completion (COC) must be submitted to the
Division's 401/Wetlands Unit upon final construction of the road crossings.
If you do not accept any of the conditions of these Certifications, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. These Certifications and their conditions are final and binding unless you
request a hearing.
This letter completes the review of DWQ Project #01 1504 by the Division of Water
Quality under Section 401 of the Clean Water Act. If you wish to review any of the Water
Quality Regulations mentioned here, you can download a copy through the 401/Wetlands Unit
web site at http://h20.enr.state.nc.us/ncwetiands. If you have any questions, please contact Mrs.
Jennifer Frye at 336-771-4600, ext. 275 or Ms. Cynthia Van der Wiele at 919-733-5715.
Sincerely,
Gregory J. Thorpe, Ph.D.
Acting Director, Division of Water Quality

01 1504
Page 3
Attachments: GC # 3289 (6/1/00), COC
cc: Ms. Jean Manuele, Raleigh Regulatory Field Office, USACE
Wilmington District, USACE
Ms. Cynthia Van der Wiele, Wetlands/401 Unit Central Office
Central Files
WSRO
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WQ Supervisor: Larry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1513
Project Number 01 1504
Recvd From DOT
Received Date 10/16/01 Recvd By Region 11/5/2001
Project Type road
County ASHE
County2
Region Winston-Salem
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 Stream O Y _0N ?- 10-2-(12) ?r + 50,702. r- 30
F 307.00 F__-
I F__
Mitigation Wetland
MitigationType Type Acres Feet
F_ I F_
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more Info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
The WSRO issued WO Certification #3289 on November 26, 2001,
cc: Regional Office
Central Office Page Number 1
Date: i I I` k l
To: ?RRO Steve Mitchell
?FRO Ken Averitte
?WaRO Deborah Sawyer
?WiRO Joanne Steenhuis
XWSRO Jennifer Frye
CARO Mike Parker
From:

Triage Check List
Project Name 1 V (- ? P
DWQ Projec umper 0 `t
County 1 j?V I e
Telephone (919) 733-__'T b Y/
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
C_+
Comments
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00. 011504
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
October 9, 2001
Mrs. Jean Manuele
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Subject: Nationwide Permit #14
SR 1513 (North Fork New River Road)
Ashe County, North Carolina
Project Number: 6.712077T
Dear Mrs. Manuele:
GROUP
W
M. WATEUb1LIP(SFfTIgr.
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1513 (North Fork New River Road) in Ashe County. Total
project length is approximately 1.8 miles. This project will require the replacement of six (6) wet
cross lines as shown below:
1) Replace existing 26' x 24" CMP at station 13+02 with a 45' x 24" CMP.
2) Replace existing 40' x 72" CMP at station 30+86 with a 70' x 72" CMP.
3) Replace existing 40' x 60"x 48" CMP at station 41+12 with a 110' x 66"x 51" CMP.
4) Replace existing 33' x 48"x 36" CMP at station 44+41 with a 50' x 48"x 36" CMP.
5) Replace existing 31' x 36" CMP at station 52+47 with a 75' x 48" CMP.
6) Replace existing 23' x 30" CMP at station 65+71 with a 50' x 36" CMP.
Miscellaneous rip-rap impacts will total 100 linear feet or less. New stream impacts = 307 In. feet.
"Several of the above noted wet cross lines are longer than the typical replacement pipes. This
is due to the fact that several of the stream crossings intersect the roadway at severe angles (see
attached pipe data sheets in the rear section of this application). I have reviewed the proposed
replacement pipe lengths with the County Maintenance Engineer. The proposed replacement pipe
at 52+47 was reduced in length from 100' to 75'. The remaining replacement pipe lengths appear
to be needed to complete the widened roadway.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
r-
Mrs. Jean Manuele
SR 1513 (North Fork New River Road)
Page 2
October 9, 2001
Construction of the project will necessitate impacts to waters of the United States in the New
River Basin. The crossings at station numbers 30+86 and 41+12 carry the same perennial
unnamed tributary to the North Fork of the New River. All of the remaining wet cross lines carry
different intermittent unnamed tributaries to the North Fork of the New River (Class: C +). The
Division 11 Environmental Officer reviewed this project for the presence of threatened and
endangered species on October 4, 2001. The subject project has been determined to have no
effect on any listed threatened or endangered plant or animal species. Historic Compliance work
will be scheduled and concurrence with the State Historic Preservation Office will be obtained if
required.
Since this is an existing roadway, the modifications proposed in this application should not
remove or degrade existing water quality uses. Any widening of the existing roadway will be
directed away from any adjacent creek whenever possible with minimum fill placed in any buffer
area. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. When drafting comments to the COE, it is
requested that WRC note that the replacement pipe at station 30+86 will Rely not be buried due
to bedrock restrictions.
By copy of this letter, I am forwarding seven (7) copies of this application package to Cynthia
Van Der Wiele, NCDENR, Division of Water Quality, 401/Wetland Unit, for her review. A
$475.00 check is enclosed for the 401 certification processing fee. It is requested that any
comments related to the 401 certification be forwarded directly to the Corps with a copy sent to
me.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be greatly appreciated.
Sincerely,
Heath Slaughter
Division Environmental Officer
Enclosures
Mrs. Jean Manuele
SR 1513 (North Fork New River Road)
Page 3
October 9, 2001
cc: Jean Manuele, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Cynthia Van Der Wiele, Division of Water Quality (7 copies)
R. C. McCann, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 0 115 ® 4
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O Box 250, North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hg [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Heath Slaughter Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslaughter dot. state. nc.us
Page 3 of 12
III. Project Information
9.
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1513, North Fork New River Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Nearest Town: Lansing
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Lansing, travel east on SR
1517 Tum left onto SR 1500 Turn right onto SR 1513.
5. Site coordinates, if available (UTM or Lat/Long): UTM: 17 458988E 4038138N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Residential/Farm
7. Property size (acres): Approximately 4.3 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs of the North Fork of the New
River (Class: C +)
River Rasin- New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1513.
11. List the type of equipment to be used to construct the project: Trackhoe, backhoe, dump
trucks and motor grader
12. Describe the land use in the vicinity of this project: Residential/Farm
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httpWwww.ferna.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0 acres
Total area of wetland impact proposed: 0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average
Width of Perennial or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)
Impact (please specify)
Station No. 13+02 Pipe replacement 19 feet UT # 1 of NFNR 2 feet Intermittent
Station No. 30+86 Pipe replacement 30 feet UT # 2 of NFNR 3 feet Perennial
Station No. 41+12 Pipe replacement 70 feet UT 4 2 of NFNR 3 feet Perennial
Station No. 44+41 Pipe replacement 17 feet UT 4 3 of NFNR 2 feet Intermittent
Station No. 52+47 Pipe replacement 44 feet UT 4 4 ofNFNR 2 feet Intermittent
Station No. 65+71 Pipe replacement 27 feet UT 4 5 ofNFNR 2 feet Intermittent
Miscellaneous
All of the above rip-rap
placement for 100 feet or
less UTs of NFNR 2-3 feet Perennial /
Intermittent
stabilization

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named strearn into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
u\%w.usgs.,ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 307 In. ft. of new impacts.
Page 6 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The existing roadway must be widened to achieve an acceptable section width, thus increasing
public safety. The existing pipes must be replaced for the same reason. By utilizing
the erosion control measures as shown in the attached drawings adverse impacts to streams in
the area will be minimized Since this is an existing roadway, the stream impacts cannot be
avoided However, the replacement pipe lengths will be the minimum needed to construct the
widened roadway.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://ti2o.enr.state.nc.nshvm/indcx.litin. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s uImpact arre feet) Multiplier Required Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
All annronriate best management practices for sediment and erosion control will be
implemented during construction
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
/o/ 9/d
Applicant/Agent's Signature 0 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
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ASHE COUNTY
I,OJ •', , tlWt
. THE PEAK NORTH -CAROLINA.
(' ? nt3NttD 6T TIL` ? Woporwr
/ Taw j NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS - GIS UNIT oar t c
.. / N COOPMMON WR71 TM 1 \ ? rte.
Fbd"
' U.S.DEPARTMENT OF TRANSPORTATION "'-'5 eo cl,
i \ FEDERAL HIGHWAY ADMINISTRATION ?_
? /• na, 1L]t - nn .•?J ?,? ,rro 'a 1?? 101\
/ ? / RIDGE - = c
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OLD FIELD BALD ?•' ..?./ S ., t!Gn'?P,.•]: "?,~ j•?• 01-1 'tee` \ `?" „5e' .• ,
t ru 1 t.•s ,6v'
ELEV. 4.919 --
BLACK MT?L
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CONSTRUCTION SEQUENCE FOR INSTALLING ROADWAY CULVERTS
1 - Clear only enough area and install the downstream measures such as silt check dams,
silt screens, and basins as noted on plans.
2 - Excavate the 2' base tail ditch.
3 - Excavate and install the roadway culvert.
4 - Install sediment control measures at inlet as noted on plans.
5 - Install additional pipe outlet protection and inlet protection as noted.
EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion control
devices shall be installed in a timely matter, according to any special permit
requirements and or requirements set out in G. S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S.113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be accomplished within 15
working days or 30 calendar days following completion of
construction or development, whichever period is shorter, except
as provided in 15A NCAC 413.0024 (e).
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S. 113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HQW zone within 15 working days or 30
calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until no
longer needed.
(4) On projects performed by D.O.T. Maintenance Forces, request will promptly
be made to the Division Roadside Environmental Unit for stage'and
permanent seeding.
(5) Any removal of siltation devices will be based on the condition of established
ground cover of that area the device is serving.
DE71 AILS AND
S PECT-FICA T
Std. = Descriouon Svrbol-
6 0?. a( Temporary Silt Fence
Temporary Silt Ditch- '
??°•Oj Temporary Diversion
1,322.01 Temporary Slope Drain
1630.01. Silt Basin Type-A
,1630.02 Silt Basin Tyke-B
1533.01 Temporary Rock Silt' Check Type-A
-1633.02 Temporary Rock Slit Check Type-B
103.01 Temporary Rock Sediment Dam Type-A
163.02 Temporary Rock Sediment Dam Type-B s ,s
163=.01 Rock Pioe Inlet Sediment T r20 Type-A A T,11 ?
1635.0?.
1630.01 Rock Pipe Inlet Sediment. T rap Type-B
Rock. Silt Screen s
1630-0? Stilling Basin
1632.01
0„2.02
1532.0^3
.-S.OL
-_..
?bo.01
Rock lniet Sediment T rap:
OR --A
Type-
'71' OR --'E
Type-3 .47
OR - C j
Type-C

1 :.? ° ? ? ? S t : O v { ., v :., _ f : ° = ? ? ? C : I C .!'V'l1 WLh 1?1" •

{ 77 1 1 Slone Pro cm . . . . . . . . . . . . .

'Tic.i
f 1 7 f
EROSION CONTROL PLAN
SR, 1513
:OUP' T Y ASH
LOCAL NAME ?, FOR;t N ?v?12v?R +ZQ
WORK ORDER NO.
DRAWN BY:
DISTRICT ENGINEER:
1). u 01
u 10
ROADSIDE ENVIRONMENTAL
ENGINEER:
1 1-. JI ?,?J c- 1?-?1
NOTE:
ALL PIPE LOCATION MAY VARY DUE
TO GRADE CHANGES IN ROADWAY.
ROCK CHECKS AND BASINS ARE TO BE
REMOVED BEFORE RIP RAP OR ROVING
PLACEMENT. BASINS AT CROSSLINES
TO REMAIN.
ALL WET CROSSLINE PLACEMENT THAT
REQUIRE MORE THAN ONE WORK DAY TO
INSTALL REQUIRE A SILT SCREEN AT
OUTLET END.
STREAM INFORMATION:
iV NpmE 1P.?? , NhQ7k FoE2.k
\IEw 1 -.y sp- i '7?.. +
SCALE I• = 100'
STA.1+Z0
Exrsr 30'xi3"
C5PTy?
7r r--
9x3
1
i
t
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r
f
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AY???
L:KUJIUIK (:UNJAUL PLAN
SR L
r
COUt•:TY
LOCAL NAME
WORK ORDER NO.
I
?-- BP
SCALE I' = 100'
i
i
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Add 3o' x 15" cs F
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COU;JTY
LOCAL NAME
WORK ORDER NO.

qK??Z

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'
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ADD Ita
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SCALE' I'= 100'
2
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S
COUNTY
LOCAL NAME
WORK ORDER NO. ` t v-t v

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SCALE 1'= 100' -` 3 0400
rRU301UN (JUIVI AUL rL-,9LN ± 5 p + 0 0
SHEET-,?_OF11)-
SR
COUNTY -r
LOCAL NAME
WORK ORDER NO. -7 A. a +? o
4-d 'x I S C5P -7- 8
I
?R1vE ?
5A.'#(,f70 ?-
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G?? `_, C}c?50 ADD
f
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Z3,,\vE t ? -DRIVE jr,
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- ,q/ sTA 41+?Z
cl
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SCALE V = 100' 40+00
?KU.SIUIK (:Ul?(1KVL YLHl?I
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
SCALE I' = 100'
CI z
L
qX?x Z
I
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EROSION CONTA(UL. PLAN -10 4 ,
SR
`?x3 XZ
COUVJTY
LOCAL NAME
WORK ORDER NO.
ST;-,. to??h
?xLST: ?3'x3o'
?e.p?AC?, 5c'x3c?''csp=3
SCALE I' = 100'
v
- ?J
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qx ?xz

Gx3Xz

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i7_

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- 4x3xz ? -
SR -? ?
COUNTY ?RWE
LOCAL NAME
??,?gts- -
WORK ORDER NO. ADD ?o'?i<< " Z-
C5P F!a?N

srq.75-10O ??\?IC
i
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qq T
rA. ;Z+ 50
i
SHEET -8 OF ax34
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_ AA
t-p- STA 7 8
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gY,xL
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T `
G
G
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SCALE 1' = 100' -7`
EROSION CONTROL ELAN
SR
COUNTY
LOCAL NAME
WORK ORDER NO.
?x3xZ
C)
G x Sx2
c?x3?2
EC
?x?x2
SHEET-9-OF. 10
'STA. Sp-)q So
Ex,sT 30'x IS"
Re-P. ao/x lsll
tix?x2
` 0A
t •?
:aTP
CC ? ? Ex?s-r, 30'x i3"
s7A, a4-+-7s
qu3K! Rep 9o'X 1!?" 65P
ADD 20 `x .S ., LRIUE r /1
i It. L?
CsPPo, N - P
7•C^ k7
Gr-r^ i?
n ,
CRIVE srA.B-Z Z5
qx??Z /L
I
gx31Z, BP
30-4 Sp
SCALE 1' = 100' ;tea ^•r ,<
EROSION CONTROL PLAN
?R
:OUNTY
_OCAL NAME
WORK ORDER NO.

SHEETJ-Q_OF_10
?Sp1Ac.s I') a0p -taL?+
211A 21V
STA, q4 -f 31 E. 0. P
T\
?RIV?
'L
17RivE 1,07+50
-DRIVE Sr A,c\li3o
D
SCALE I' = 100' T Q !11 n n
spa, Qi}75
ADD ApI x 11,1
csP -ryft 3
srA 93+(60
E-k;5r iz5'x i 5 "c sp
Rep 1z5 x ?S+G`p
?14?N
STA. 9 Z4 8 z
?P• 9o`,cz-1 c
5P
TypcB
0 PIPE STATION SIZE CLASS REMARKS
0 A .?. a ., 1 y C:: 5 M AZ ?1
0 g }. ?.L 0' t?lAm t'4 r
0 0' X 1 '' F-1 A x NI "'; "-, A I A Cam.
0
0 10+-0 o' x tall D c" PIa
O F 1+ 5 ao'x 151,
p z
Roo
0 (y 1 + 0 4,5 ' X 2.41, t,-= S I ?'' Places

0 33+ 4-0
0 T 30+ r r1o' U
0 1+ 0 3 0' ^l 1 S" I FI Az r?
0 4- T%

O N 4.1 '15 40' X T r- '??A! ACS
0 44+41 ro'x4 (a?? Tom; L-=G ??PIAC?.
0 P 4-4+00 "o' IS" la= A
E
0 p 47 1 oo' x. 4 !_ - I r 01 ACC-.
0_ 5 ?- c o 2 5' X. I a- AL O
-"5 216, 41 15 PI PIT. A-c 0
SI t?f5 oIY It PI a..,. Ta At)O
0 J l,,3 i-40 o' x l '' Gl az a
0 W 6 t ReE:,
0 X In tn 4-r` r)
4. 15'`
Plash ;cc
0 to -,-so o' azf)
0 ?i o' x 1 as PI'az r. F C
0 aA "78?aD 1.5 far `C
o
o C,? .?+r1 moo' 1 " plk=

0 wx '' Tu IE pl A

0 9
0 14 9 1- D 11 p! = 1 a c? -
0
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0
DITCHLINER REQUIREMENTS
SR.1513 NORTH FORK NEW RIVER ROAD ASHE CO. 9-24-2001
STA. STA. RT./LT.
0+00 30+00 RT. ROVING
31+00 41+00 LT. RIP RAP
42+00 45+00 RT. ROVING
45+00 91+25 RT. RIP RAP
80+00 85+00 LT. RIP RAP
93+00 95+00 LT. RIP RAP

SECTION 104-2
RIP RAP IMATER.IALS
1042-1 PLAIN RIP RAP.
Stone for plain rip rap shall consist of field stone or rough unllev,'11 quarry
stone. The stone shall be sound, tou?(zh, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Miere broken concrete from deniolished structures or 1)avement is avail-
able, it may be used 111 place of stone provided that such use meets with the
approval of the Engineer.. However, the use of broken concrete which
contains reinforcing steel will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rai). Stone shall vary in weight from 5 to 200 pounds.
At least 30 percent of the. total weight of the rip rap shall be in
individual pieces weighing a mininlum of 60 pounds each. Not more
than 10 1)ercellt of the total weight. of the rip rap may be in individual
pieces weig17ii1? less than 15 pounds each.
2: - Foi- Class 2 Rip Rap. Stone shall vary in weight from 25 to 250
bounds. At least 00 percent of the total weight of the rip rap shall be in
individual pieces weighing a Tninimum of 100 pounds each. Not-more
than 5 1)ercent of the total Weight of the rip raid niaV be in individual
pieces weighing less than 50 pounds each.
.GOI
HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. A ground cover sufficient to restrain erosion must be provided for any
disturbed area.
S-? / S 3 County A_5
l
'Name. J
Existing Road
New Road
Proposed R/W
... -
Existing Pipe
L__---J
New Pipe
t
Center Line
I I

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Note:
Temporary erosion control
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basins, as needed.
Survey Date 4?- IS-6l •
Conducted By 6ct* 7)3 -P?f DP
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Note:
Temporary erosion control
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Note:
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Survey Date
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Drawn By T-r_-s>?P:Y ?' i l by

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Name Date : - - I
Existinb Road
New Road
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Survey Date 6 - /3 - 0.1
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Top: Pipe crossing @ station 30+86 on SR 1513, Ashe County. 0 1 1 5 0 4
Bottom: Pipe crossing @ station 41+12 on SR 1513, Ashe County.

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