20010708 Ver 1_Complete File_20010511

FWArF
`0?0 9PG Michael F. Easley -
Governor
7 William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
0 Kerr T. Stevens
Division of Water Quality
May 22, 2001
Ashe County
DWQ Project No. 010708
SR 1500A (Bart Hurley Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Heath Slaughter, Division Environmental Officer
NCDOT Division 11
P.O. Box 250
North Wilkesboro, NC 28659
Dear Mr. Slaughter:
You have our approval, in accordance with the attached conditions and those listed below, to impact 263
linear feet of unnamed tributaries to Little Piney Creek and Silas Creek in order to improve SR 1500A
(Bart Hurley Road) in Ashe County. The project should be constructed in accordance with your
application dated 3 May 2001. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification No. 3289, corresponding to the U.S. Army Corps of Engineers
Nationwide Permit Number 14. In addition, you should acquire any other federal, state or local permits
before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying
404 permit unless otherwise specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ 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 total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October 15 through April 15, or as otherwise determined by the North
Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
2. Storm water should be directed to buffer areas or retention basins and should not be routed directly
into streams.
3. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 4B .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within 5
days of ground-disturbing activities to provide long term erosion control.
4. The culverts required for this project shall be installed in such a manner that the original stream
profile is not altered (i.e. the depth of the channel should not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of culvert
extensions.
5. All work shall be performed during low flow conditions.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
7. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
8. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
9. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap should be limited to the stream bank below the high water mark,
and vegetation should be used for stabilization above high water.
10. Rock silt screens at culvert outlets should be removed at project completion.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919.733.1786.
Sincerely,
Attachment '17
Stevens
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
NCDWQ Winston-Salem Regional Office
Central Files
File Copy
MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WO Supervisor: 1 arry Coble
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1500A County Ashe
Project Number 01 0708 County2
Recvd From DOT Region Winston-Salem
Received Date 5111101 Recvd By Region 5/18/2001
Project Type roadway
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 Stream O Y OO N F_ 10-2-22-1 F -c F + 50,702. F_ 264.00
101Y _19 N 10-2-24 r c TR+
F_
Mitigation Wetland
MitigationType Type Acres Feet

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 QQ N Recommendation: 0 Issue # Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 363010 Longitude (ddmmss) 812753
Comments:
The WSRO recommends that this 401 WO Gertification be issued with the following conditions:
1. Placement of culverts must be place below the elevation of the streambed to allow for aquatic life
movement, low flow age, and maintainence of stream profile.
2. All work should be done dudng low flow conditions.
3. Construction activities in-stream and within the 25 foot trout buffer zone are prohibited durting
trout s awing sew on (October 15-April 15) or as determined by WRC.
cc: Regional Office
Central Office Page Number 1

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 276 1 1-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
May 3, 2001
Mr. Eric Alsmeyer
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 1500A (Bart Hurley Road)
Ashe County, North Carolina
Dear Mr. Alsmeyer:
0)0700
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1500A (Bart Hurley Road) in Ashe County. This project will
require replacing eight (8) wet cross lines and the addition of one (1) wet cross line as shown
below:
1) Replace existing 37'x 24" CMP at station 0+95 with a 45'x 24" CMP.
2) Replace existing 30'x 18" CMP at station 7+80 with a 45'x 18" CMP.
3) Replace existing 32'x 24" CUT at station 8+56 with a 55'x 24" CMP.
4) Add 60'x 24" CMP at station 12+50.
5) Replace existing 24'x 24" CMP at station 22+24 with a 50'x 24" CMP.
6) Replace existing 26'x 18" CMP at station 30+43 with a 45'x 18" CMP.
7) Replace existing 32'x 36" CMP at station 38+22 with an 85'x 36" CMP.
8) Replace existing 32'x 18" CMP at station 83+50 with a 50'x 18" CMP.
9) Replace existing 30'x 18" CMP at station 88+20 with a 45'x 18" CMP.
Miscellaneous rip-rap impacts will total 27 linear feet. New stream impacts = 263 In. feet.
Please note the pipes 1-7 as listed above carry different unnamed tributaries to Little Piney Creek
(Class C +). Pipes 8 & 9 as listed above carry different unnamed tributaries to Silas Creek (Class:
C, Trout +)
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone] PAYMENT
RECEIVED
Mr. Eric Alsmeyer
SR 1500A (Bart Hurley Road)
Page 2
May 3, 2001
The roadway will be placed on a new alignment near stations 12+50 and 38+22 to eliminate sharp
curves in the existing roadway. Please refer to the pipe crossing drawings located in the rear
section of this application for additional information (pages 4 of 9 and 7 of 9).
Since this is an existing roadway, the minor modifications proposed in this application should not
remove or degrade existing water quality uses. By utilizing the erosion control measures outlined
in the attachments to this application, downstream water quality standards will be protected.
Any widening of the existing roadway will be directed away from any adjacent creek whenever
possible with minimum fill placed in the buffer area. Pipe sizes used will be the minimum
necessary to create a safe roadway. The total project length is approximately 1.8 miles. Due to
the proposed work, we are requesting a 404 Nationwide Permit #14.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures; pipe crossing information, 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.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of an unnamed tributary to Silas Creek (Class: C, Trout +) from stations 74+00 to 98+50. It
is requested that Mr. Ron Linville comment directly to me concerning this trout water buffer zone
encroachment.
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
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,
lu
Heath Slaughter
Division Environmental Officer
Mr. Eric Alsmeyer
SR 1500A (Bart Hurley Road)
Page 3
May 3, 2001
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Richard Phillips, NCDENR, Land Quality Section
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, Area Roadside Environmental Engineer
k
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.anmy. mil/wetlands/Perm app_htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at httjr._//w w__saw_usace.armymiI/wet I ands/i_egtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
htt://h2o.enr,st__ate.nc.us/ncwctlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
T..._.. 1 ._r 11
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed. Reg.
12893 (March 9, 2000), available at littp:HkvNvNv.saw.usace.,irmy.mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp:Hli2o.elinr.state.nc.us/ncweti iiids/fees.litnil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-liold letter pending receipt of additional
requested information, or denial.
n___ n -C III
Office Use Only: Fomi Version April 2001
USACE Action ID No. DWQ No. 0-10708
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:
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_h ter a dot. state.nc.us
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 o dot.state.nc.iis
71...... 1) ..r,'1
III. Project Information
Attach a vicinity snap 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 1500-A Bart Hurley 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 until you reach SR 1500. Turn left onto SR 1500.
Site coordinates, if available (UTM or Lat/Long):
(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 4.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs of Little Pine, Creek Class:
C, +) and UTs of Silas Creek (Class: C, Trout +).
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://li2o.enr.state.nc.us/admin/maps!.)
n_ __ A ..c 1 '1
10. Describe the purpose of the proposed work:--- Improvement of SR 1500-A.
IV.
11. List the type of equipment to be used to construct the project: Trackhoe, backhoe1 and motor
12. Describe the land use in the vicinity of this project: Residenti
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?
anticipated work, and provide justification for the exclusion of this work
application: No
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.
If so, describe the
from the current
ll....., c ..r 1 1W
1. Wetland Impacts
Welland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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
(FIIW), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online ut http:/h???w.fem?ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
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. 0+95 Pipe replacement 8 feet UT #1 Little Piney Creek, 1 foot Perennial
Station No. 7+80 Pipe replacement 15 feet UT 42 Little Piney Creek 1 feet Perennial
Station No. 8+56 Pipe replacement 22 feet UT #3 Little Piney Creek I foot Perennial
Station No. 12+50 Pipe addition 60 feet UT 44 Little Piney Creek 1 foot Perennial
Station No. 22+24 Pipe replacement 26 feet UT 45 Little Piney Creek 2 feet Perennial
Station No. 30+43 Pipe replacement 19 feet UT #6 Little Piney Creek 1 foot Perennial
Station No. 38+22 Pipe replacement 53 feet UT #7 Little Piney Creek 1 feet Perennial
Station No. 83+50 Pipe replacement 18 feet UT #1 Silas Creek 1 foot Perennial
Station No. 88+20 Pipe replacement 15 feet UT #2 Silas Creek 1 foot Perennial
Miscellaneous 27 feet
All of the above rip-rap (3 feet per UTs Little Piney Creek 1-2 feet Perennial
placement for pipe) UTs of Silas Creek
pipe stabilization
R 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.
R R Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
doNvnstreann named stream into N%hich it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
ww\v.uses.ppv. Several Intemet sites also allow direct dm mload and printing of USGS maps (e.g., w wjopozone.cont,
w v,w.nlapquest crnn, clc.).
Cumulative impacts (linear distance in feet) to all streams on site: 263 In. ft. of new impacts.
n_ __ C _r t IN
3. 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 Waterbod
(if applicable) y 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 also be upgraded to an acceptable maintenance condition.
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 existinv, roadway, the stream impacts
cannot be avoided. However, the replacement pipe lengths will be the minimum needed to
construct the widened roadway.
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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 Drag Technical Guide for Stream Work in North Carolina, available at
http://li2o.enF.state.nc.us/newetiands/strnlgide.html.
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

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:/1h2o.cnr.statc.nc.us/ us/wry/index. lit ni. 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 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
"-..- A -r In
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* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 30 lect perpendicular from near tank of channel; Gone l 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 2B .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.
Please refer to the attached erosion control plan.
XH. 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.
N/A
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
n....., in-rill
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 prpblems, or other issues outside of the applicant's control).

Applicant/Agent's SignatumPf 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
Tcleplione: [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 Edgccombe Lee Stokes
6508 Falls of the Ncuse 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 Officc 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 Pasquotan k
Fax: [phone] Craven Hyde Perquinnans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladenn Harriett Pcnder
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Tl...... 7 1 ..C ,'1
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
1i and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivcrs Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fat: [phone]
Division of Coastal Management Beaufort Cliowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Ponder
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 IdleN ild Road Ashe Mitchell Wilkes
Kcmcrsville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Sung
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mm. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
n... I'I .r 1'1
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DETALIS AND
Z, ON, SPEC! FICA S
i?uon Svr!bol
Std-
05-- of
lGl b3a.v3
1 G3?.oj
1622.01
1630.01
16130.02
1 6313.01.
1633.02
1634.01
1613 -r.02
1635.01
16 3 5.0 2.
1636.01
1030.04
1632.01
1632.02
16 3 2 - 0 3
858. 0!•
868.01
Temporary Silt ence
Temporary Silt Ditch'
Temporary Diversion
Temporary Slope Drain
Si1L Basin T ype-A
Silt Basin Typ7e-B
Temporary Rock Silt Check T ype-A
Temporary Rock Siit Check T ype-B
Temporary Rock Sediment Dam Type-A
Tempor2ry Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment Trap Type-A -
Rock Pipe Inlet Sediment. T rap T ype-B-
Rock Silt Screen
Stilling Basin
-7 SID
TD
A ?-
. s
3.
Rock Inlet. Sediment Trap:
Type_A -j { -- C - A
v
Type-" iCg -- OR --
T ype-C C 31 (-- OR " C
r i l:n? v ? eQ ?. ?. :. ... . . . . . . . . . . . . . . . . . . . -------
j L
G e_ , S % O v{ I Q r, ? t: c= C l l lUl ! Ut 1v?`
4011 . . . . . . . . . . . . . 41_ ^" l
small s"rezm or
f J
? J
v ? •
v 7 ? f
HIGH QU ALJTY TVATERS
1. Uncovered areas are limited at any'c ven time to a maximum total area
of 20 acres. .
2. Erosion and sedim, nta.1 con?ol measures shall be designed to provide
protection from the 25 year, stor-in.
3. Large Type- .^? basins shall be designed and constructed with a settling
efficiency of at least 7017o for the 40 micron soil pardcle size transported
by runoff from the 2 year storm.
?. Newly cons micted manners shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation.
5. A round cover sufficient to restrain erosion must be provided for any

SECTION 1042
RI-P FLAT' IKATERIA.LS
104..' 2-1 PLAIN RIP IZ A I'.
Stone foI• p lain I•ip r11p shall consist of field stone oi• rough unhev,n quarry
stone. The stone shall be sound, tough, dense, resistant to Lhe action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from deniolished structures or pavement is avail-
able, it may be used in 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 I Rip Rap. 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 iTiinlmum of 50 pounds each. Not more
'than 10 percent of the total weight of the rip rap riiay be in inclividual
pieces weir hing less than 15 pounds each.
2.' For Class 2 Ilip IZat). Stone shall vary in weight from 25 to 250
pounds. At least 60 percent of L'ne total weight of the riD raD shall be in
individual pieces weighing a minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rite rats may be in incliviclual
pieces weighing les than 50 pounds each.
??1

RoSIo11 CONTROL SCiiEDUL=
(1) All anAoratP Lemporary ero--ion control meastlres wi11' be
tallPri before ale?ring and grubbing operations begin.
(2 ) T,-- 'on,-.r?.lc n progresses temporary and permanent
ero--ion control d?vices shall he installed in a timely
manner; according to any srPcial permit requirements
and /or requirement-- set out in, G.S. 11'•A-57.
MANDA'rORY STANDARDS FOR LAND-DISTURBII4G ACTIVITY
?urGliant to G.S. 113A-57(3), Provisions for a grailnd
cover sufficient to re--train erosion'most be
acromolAshed witnJn-30 working nays or 120 calendar
naSs following completion of c:onstructiori or
development, whichever perion is shorter, except as
provid-ed in 15A NCAC 4B .0024(e)..
DESIGII STANDARDS IN SENSITIVE WATERSHEDS
?,.trGt;ant to G.S. 113A-57(3) provisions for a gro?znci
r,.nt?r si.lfficient to restrain. erosion must be
provided fore any portion of t la'nrl-disturbing
activity in a HQW zone within 1.5 working days or SO
calendar days following- completion of construction
or development, whichever period is shorter.
(3) A .11 s i l t=? t i on and ero? i on' control' nev-j ces sha11. be
properly maintained until no longer needed.
On pro??cts Per- ormerl. by
(4)
rPrr.le=t will Promptly bP
Environmental Unit for s
(5) Any removal of siltaiion
condition of established
c,PvicP i? serving.
D.O.T. Maintenance Forces
riariP' to the Division Roadside
tage and-permanent.seeding.
d? ir^,es will be haseci on the
around c-over of that area the

CONSTRUCTI-011 SEnUE14CE FOR INSTALLING ROADWAY CULVERTS
1. 0, 1Par only enn>>gh area and install the downstredM measures
siic:h as silt check: dams, silt screens, and silt basins as
noted on plan.
2. Excnvate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at *inlet as noted on
plan.
5. Install aridi tianal pipe outlet-. rot,ection and fniet
protection as noted. ;'

URN
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIO
MICHAEL F. EASLEY P.O. Box 25201, Raleigh, NC 27611-5201
GOVERNOR PHONE [phone]
MARCH 15, 2001
MEMORANDUM TO: D. J. Tetzlaff, Dist. III
FROM: J. F. Sloop, RE
SUBJECT: Reviewed E/C Plans - Ashe County
SR 4 STA TO STA RECOMMENDATION
1500-A 0+00 EOP Ref. Notes 111 Thru 05 Below.
DD u0,
RE-C-1 zrvL E-0
bl'40 2' : 2001
??at 1???5 r?et i;nglr?CAF
NOTE:
1) Use some type of device with 115 stone before drainage leaves the project.
2) Attach Location/Vicinity maps to all Erosion and Sedimentation Controls Plans.
3) Use Detail Sheet which references Std. #'s of the July 1995 edition of the ROADWAY STAND.
DRAWINGS.
4) Use of Std. 111635.01 or Std. #1630.02 with Std. 91633.02 or Std. 91634.02 @ X-Lines
5) Include narrative sheet for stages of implementation of the Erosion Control Plan.
EROSION CONTROL PLANZ
(DRIVE
SR )-S-00-4
L% It- COUNTY 14 S N F-
LOCAL NAME l k roil LE y
WORK ORDER NO. 6,7/7-074r
DRAWN BY: /- - -
19x3X,
?--
DISTRICT ENGINEER:
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ROADSIDE ENVIROMENTAL IE - - -
ENGINEE::R:
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00
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NOTE:
Zv'
All pipe locations may vary due
to grade changes in roadway. -so
-'

' f
SU
Rock checks and basins are to be 5C)+
removed before rip rap or roving
placement . Basins at crosslines
to remain.
All wet crossline placements that (? -
require more than one work day to insta!I
require a silt screen at outlet end.
f
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EROSION CONTROL PLAN
SR
COUNTY
LOCAL NAME
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DITCHLINER REQUIREMENTS
S.R. 1500 -A BART HURLEY
Ashe County 19-FEB.-01
Station Station Lt./Rt. Liner
0+00 10+00 Rt. Rip Rap
10+00 16+00 Rt. Rip Rap
16+40 23+15 Rt. Rip Rap
23+45 37+75 Rt. Rip Rap
38+00 48+00 Rt. Rip Rap
48+30 58+50 Rt. Rip Rap
59+10 72+70 Rt. Rip Rap
73+00 82+00 Rt. Rip Rap
82+30 98+50 Rt. Rip Rap
Pipe Station Size Class Remarks S.R.1500A
BART HURLEY
A 0+95 45'x24" Type-B Replace ASHE CO.
B 6+10 45'x18" Type-B Replace
C 7+80 45'x18" Type-B Replace
D 8+56 55'x24" Type-B Replace
E 12+50 60'x24" Type-B Replace
F 16+00 40'x15" Plain Add
G 22+24 50'x24" Type-B Replace
H 23+15 30'x15" Plain Add
1 30+43 45'x18" Type-B Replace
J 38+22 85'x18" Type-B Replace
K 48+00 30'x15" Plain Replace
L 48+50 45'x18" Type-B Replace
M 51+50 50'x18" Type-B Replace
N 58+80 30'x15" Plain Add
O 82+00 30'x15" Plain Add
p 83+50 50'x18" Type-B Replace
Q 88+20 45'x18" Type-B Replace
15+2-4 45"x18` ?ype_g pe-ek"C'
5 --5+45 95'x 18„ Y?` P(PP Ac 6
S.R.! County L/'?A F
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Dame FRh
Existing Road
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Existinb Pipe
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Survey Date I-&- I y--0D
Conducted B I_''.i7UB BG E Y
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b
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Survey Date ; 0-J E-60 •
Conducted By CPP AP-CeN 01<
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Su??ey Date 0 0 0
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Name
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Note:
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Survey Date I b - ?5' O C7 __
Conducted By- a Q fA , Gk,
Drawn B
t-Z\ =Sc : -* o x ZI-e,
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7-7
--- - - -- - I - --
Note:
Temporal' erosion control
dcvices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Survey Date 1 -Z S?- d o
Conducted By OR Pk, DPP GC-ehf_
Drawn B y L, C. n u I(k
I .
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S.F..- /5-00 -A County y?-) F
Name Hu r br t/ 7,19W
Existing Road
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r?
Center Line
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Note:
Temporary erosion control
devices not shown, but will
include temporary' silt screen,
rock check dams and silt
basins, as needed.
Survey Date 10-d5-0() -
Conducted By Cop, PK 6
Drawn By ??I
County ASNSheet-0ia
??ameR?T ?utiR.l?.?\ Date 12- 16-60
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New Road
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Center Line . ?.?rST SrL?,', 3Z' X ?a • 1 ?\ o ??\ A M? T P T r,
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOvERNOR PRONE: 919-733-2520 SECRETARY
May 3, 2001
Mr. Eric Alsmeyer
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 1500A (Bart Hurley Road)
Ashe County, North Carolina
Dear Mr. Alsmeyer:
0 U
J "/
The NC Department of Transportation is scheduled to grade, drain, base, and pave primarily
along the existing roadway of SR 1500A (Bart Hurley Road) in Ashe County. This project will
require replacing eight (8) wet cross lines and the addition of one (1) wet cross line as shown
below:
1) Replace existing 37'x 24" CMP at station 0+95 with a 45'x 24" CMP.
2) Replace existing 30'x 18" CMP at station 7+80 with a 45'x 18" CMP.
3) Replace existing 32'x 24" CMP at station 8+56 with a 55'x 24" CMP.
4) Add 60'x 24" CMP at station 12+50.
5) Replace existing 24'x 24" CMP at station 22+24 with a 50'x 24" CMP.
6) Replace existing 26'x 18" CMP at station 30+43 with a 45'x 18" CMP.
7) Replace existing 32'x 36" CMP at station 38+22 with an 85'x 36" CMP.
8) Replace existing 32'x 18" CMP at station 83+50 with a 50'x 18" CMP.
9) Replace existing 30'x 18" CMP at station 88+20 with a 45'x 18" CMP.
Miscellaneous rip-rap impacts will-total 27 linear feet. New stream impacts = 263 In. feet.
Please note the pipes 1-7 as listed above carry different unnamed tributaries to Little Piney Creek
(Class C +). Pipes 8 & 9 as listed above carry different unnamed tributaries to Silas Creek (Class:
C, Trout +)
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] FAx [phone]
PAYMENT
RECEIVED
Mr. Eric Alsmeyer
SR 1500A (Bart Hurley Road)
Page 2
May 3, 2001
The roadway will be placed on a new alignment near stations 12+50 and 38+22 to eliminate sharp
curves in the existing roadway. Please refer to the pipe crossing drawings located in the rear
section of this application for additional information (pages 4 of 9 and 7 of 9).
Since this is an existing roadway, the minor modifications proposed in this application should not
remove or degrade existing water quality uses. By utilizing the erosion control measures outlined
in the attachments to this application, downstream water quality standards will be protected.
Any widening of the existing roadway will be directed away from any adjacent creek whenever
possible with minimum fill placed in the buffer area. Pipe sizes used will be the minimum
necessary to create a safe roadway. The total project length is approximately 1.8 miles. Due to
the proposed work, we are requesting a 404 Nationwide Permit #14.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, pipe crossing information, 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.
A request will be made on this project for a temporary encroachment into the trout water buffer
zone of an unnamed tributary to Silas Creek (Class: C, Trout +) from stations 74+00 to 98+50. It
is requested that Mr. Ron Linville comment directly to me concerning this trout water buffer zone
encroachment.
By copy of this letter, it is requested that Mr. Neil Trivette, Area Roadside Environmental
Engineer, comment on this project.
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
Mr. Eric Alsmeyer
SR 1500A (Bart Hurley Road)
Page 3
May 3, 2001
Enclosures
cc: Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Cole, US Fish and Wildlife Service
Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Richard Phillips, NCDENR, Land Quality Section
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, Area Roadside Environmental Engineer
•'`r1?iC ^?. l?? ? ?ja
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' li 4114
w A r??Q
?O G
o _ - -c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littp:Hwxvw.saw.usace.army.miI/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://wNvw saw.usace.army.miI/wetlands/regtour.litm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
Imp://h2o.enr.state.ne.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
n,.__ 1 -r III
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed. Reg.
12893 (March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpf in al FedKe_Udf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then. a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.htnil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-liold letter pending receipt of additional
requested information, or denial.
T--- '1 -C 7'1
Office Use Only: Forrn Version April 2001
USACE Action ID No. DWQ No. 0107000
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
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
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: [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 Slau-hter 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: hslaughterndot.state.nc.us
n- __ 7 .,C 1'1
III. Project Information
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 1500-A, Bart Hurley Road
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):
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 until you reach SR 1500. Turn left onto SR 1500.
5. Site coordinates, if available (UTM or Lat/Long):
(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 4.5 acres.
8. Nearest body of water (stream/river/sound/ocean/lake): UTs of Little Piney Creek (Class:
C +) and UTs of Silas Creek (Class: C Trout +).
9. River Basin: New
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr,state.nc.us/admin/neaps,/.)
n...__ A -c I,%
10. Describe the purpose of the proposed work: Improvement of SR 1500-A.
11. List the type of equipment to be used to construct the project: Trackhoe, backhoe, and motor
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.
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: No
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.
n.,.... G ..C In
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located Nvitlun
100-year Floodplain**
(yes/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 http://????w.fetna.eov.
*** List a wetland type that best describes xvctland 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 Peretual or
Site Number Type of Impact* Impact Stream Name**
Stream Before Intermittent?
(indicate on map) (linear feet)'
Im act (please specify)
Station No. 0+95 Pipe replacement 8 feet UT #1 Little Piney Creek 1 foot Perennial
Station No. 7+80 Pipe replacement 15 feet UT 112 Little Piney Creek 1 feet Perennial
Station No. 8+56 Pipe replacement 22 feet UT #3 Little Piney Creek 1 foot Perennial
Station No. 12+50 Pipe addition 60 feet UT #4 Little Piney Creek 1 foot Perennial
Station No. 22+24 Pipe replacement 26 feet UT #5 Little Piney Creek 2 feet Peremual
Station No. 30+43 Pipe replacement 19 feet UT #6 Little Piney Creek 1 foot Perennial
Station No. 38+22 Pipe replacement 53 feet UT #7 Little Piney Creek 1 feet Perennial
Station No. 83+50 Pipe replacement 18 feet UT #1 Silas Creek 1 foot Perennial
Station No. 88+20 Pipe replacement 15 feet UT #2 Silas Creek 1 foot Perennial
Miscellaneous 27 feet
All of the above np-rap (3 feet per UTs Little Piney Creek 1-2 feet Perennial
placement for pipe) UTs of Silas Creek
pipe stabilization
List each impact separately and identify temporary impacts. hnpacts include, but are not limited to: culverts and associated rip-rap,
dams (sepauately 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
doNvnstrearn named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
?wce?w.us? .t m. Several hitcmet sites also allow direct doNvnload and printing of USGS maps (e.g., ww w.topozone.crnn,
???t?r.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 263 In. ft. of new impacts.
n..__ " ..c 7'1
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 Wate)
(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 Bunted 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 also be upgraded to an acceptable maintenance condition.
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.

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://l12o.cnr.state.nc.us/newetiands/strmgide.litml.
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
n..-_ 0 _r,,%
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:02o.cnr.state. tic. usA%rohndex.htiii. 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 ?
X.
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 ?
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.
Yes ? No ® If you answered "yes", provide the following information:
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
n_ __ n -r i ll
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* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 3U lcet perpendicular lrom near bank of channel; Zone 2 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 2B .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.
Please refer to the attached erosion control plan.
XH. 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.
N/A
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
Tl...... In ..r III
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).

Applicant/Agent's SignatuE6?' 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 Iredcll 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 Grallanl Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durllanl Johnston Rockingham
US Anny Corps Of Engineers Allcglhany Edgecombe Lee Stokes
6508 Falls of the Ncuse Road As11e Franklin Nash Sur y
Suite 120 Caswcll 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 Alison 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
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
n...... 11 ..C In
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Aslie Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Suny
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
n.,- 1'I ..c t
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N0P.TH CAROLINA
> I s.-: l;?"tom. x• - - +,<o t-'?-'

E i ? P C FICA g ? OATS
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S?? - ??SCrIDt10R Sv=nbol'
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DET AILS
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1622.01
1 x30.01
630.02
16JJ,01'
033.02
1634.01
163) 4.02
1635.01
16 3 5.0 2.
1636.01
'1630.04
1632.01
1632.02
1632.03
c5o_0!
5ec?_cZ--?--
868.01
Temporary Silt ence
Temporary Silt Ditch,
i eMDorary Diversion
Temporary Slope Drain
Si1L Basin Type-A
Silt Basin Tye-B
Temporary Rock Silt- Check Type-A
Temporary Rock Siit Check T ype-B
Temporary Rock Sediment Dam T ype-A
Temporary Rock Sediment Dam Type-B
Rock Pipe Inlet Sediment T rap Type-A -
Rock Pipe Inlet Sediment.TrpT ype-B-
Rock Silt Screen
Stilling Basin
Rock Inlet. Sediment Trap:
TD
-0
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v
Type- E3 OR -- B
!DL
v
T ype-C C 31 1 -- OR -- C j
Rio RF;O Line-; D3 .... . . .... .. ........ . . ..
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HIGH QUALITY ATERS
1. Uncovered areas are limited at any*'c ven time to a maximum total area
of 20 acres.
2. Erosion and sedimenta:d
*on cont of rne. sures shall be designed to provide
protection from- Lh'e 25 year storm.
3. Large Type-.fk basins shall be designed and constructed with a set'ding
euiciency of at least 707o for the s'O micron soil pardcle size transported
by runoff from the 2 year storm.
4. Newly constructed channels shall be consLLucted 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

a
SECTION 1()42
RI-P PLAT' -NIATERIALS
1042-1 PLAIN I 113 R A13.
Slone fo•r• plain rip rap Slall consist of field stone or rough unIiev.,n quarry
stone. The stone shall be souncl, tou??h, dense, resistant to the action of air
and water, and suitable in all other respects for the purpose intended.
Where broken concrete from demolishecl structures or pavement is avail-
able, it may be used in place of stone provided that such use meets with the
approval of the Engineer, However, the use of broken concrete which
coritains reinforcing steal will not be permitted.
The stone or broken concrete shall be graded to meet the following
requirements:
1. For Class 1 Rip Rap. Stone shall vary in weight from 5 to 200 nounds.'
At least 30 percent of the total Weight, of the rip rap shall be in
individual pieces weigling a minimum of 60 pounds each. Not more
than 10 percent of the total weight of the rip rap shay be in individual
pieces weighing less than 15 pounds each.
2.* ?Foi• Class 2 IZip R-1). Stone shall vary in weight from 25 to 250
Dounds. At least GO percent of tree tot-l weight of the rip rap shall be in
individual pieces weighing a -minimum of 100 pounds each. Not more
than 5 percent of the total weight of the rip rare may be in individual
DIeces %veiglling less than 50 pounds each.
??1
RnSInt? CONTROL SCHEE DUL=
(1 } All aneczr-?t°- temporary erosion cnntrnl measures t4j11 be
installer before clearing and grubbing onerations begin.
(2) T,s con,tr?.ic`.inn pry9,e?sPs temporary and permanent
--
erosion c-nntrnl devices shall be .installed in a timely
manner; accoing to ,ny special permit requirements
rd
=,nci /or r equir?menu set otit in, C,. S. 113A-:? 1 .
MANDATORY STAIZDAnDS FOR LAND-DISTURBING ACTIVITY
?urGuant to G.S. 113A-57(3), Provisions for a ground
r.nver s?.tfficient to restrain erosion must be
ac,romplAshed within-30 working nays or 120 calendar
dp.ys following completion of construction or
development, whichever perion 3s Shorter, except as
provided in 16A NGAC 4B..0024(e).
D.=SIGN STANDARDS IN SENSITIVE WATERSHEDS
?,trGuant to G.S. 113A-57(3) provisions for a ground
cfDver C1.tfflcien' to restrain. erosion must be
prnvideci for- any portion of a land-disturbing
ar-t-ivity in a HnW zone within 15 working days or 60
calPnr,ar days following- completion of construction
or development, whichever period is shorter.
(3) A 13 s 31 t;.-, ',3 on and' erosi on: controI * cievj c-es sha11. be
proner1y main'rainea until no longer neeaea.
e
(4) 'nn pro?PCts perfprmed.by
rPrn.t?st will promptly be
Enironmental Unit for s
v
(5} itny remnval of siltation
cnn63tion of established
;tevir.e i? serving.
D.O.T. Maintenance Forces,
made' to the Divisinn Roadside
Cage and permanent.seeding.
dev3c-es will be based on the
around cover of that area the

CO1d;;?PUCTI-014 SEOUENCE FOR INSTALLING ROADWAY CULVERTS
1 . C1?ar only enoligh area and install the downst:-e-d l measures
siic:h as silt check: dams, silt scrAens. and silt basins as
noted on plan.
2. Excavate the 2' base tail ditch.
3. Excavate and install the roadway culvert.
4. Install sediment control measures at 'inlet as noted on
plan.
5. Install add1tS6na.1 pipe outlet-. rotection and ftiiet
protection as noted.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATIO
MICHAEL F. EASLEY P.O. Box 25201, Raleigh, NC 27611-5201
GovERNOR PI LONE [phone]
MARCH 15, 2001
MEMORANDUM TO: D. J. Tetzlaff, Dist. III
FROM: J. F. Sloop, RE
SUBJECT: Reviewed E/C Plans - Ashe County
sit It STA TO STA RECONINTENDA'I'ION
1500-A 0+00 EOP Ref. Notes #1 Thru 95 Below.
[)D U6
2' ; 2001
19jT1V, ct Et,ploof
NOTE:
1) Use some type of device with 115 stone before drainage leaves the project.
2) Attach LocationNicinity maps to all Erosion and Sedimentation Controls Plans.
3) Use Detail Sheet which references Std. #'s of the July 1995 edition of the ROADWAY STAND.
DRAWINGS.
4) Use of Std. 0635.01 or Std. #1630.02 with Std. 0633.02 or Std. #1634.02 @ X-Lines
5) Include narrative sheet for stages of implementation of the Erosion Control Plan.
EROSION CONTROL PLAN 7A
?17RIVE
SR )-5-00- ,4
COUNTY AS ,L! F Lqx 3 x
LOCAL NAME %,? K t- <i v? L E Y
WORK ORDER NO. (,, 7i2 074 T
DRAWN BY: ?c
DISTRICT ENGINEER:
? 9X3x2
-T), Q cti ?? vat! z/7 f to I }-
ROADSIDE ENVIROMENTAL If - - -
ENGINEER:
9n3xz
0001
Gt D
'L:E.0 I
7-01
VA -7x 3 x z
-tom
3 ?'
9 x ,3x 7-
+So
3I--, I V cix3x2
+so
33'
S??f

:. ?-- Aso
zoo
I
i

_ 171 ..
NOTE: -- - -
Zo'
All pipe locations may vary due
to grade changes in roadway. -- ---- -- ts°
?
Rock checks and basins are to be 5vt
removed before rip rap or roving
placement . Basins at crosslines ,
to remain. IE 11t
All wet crossline placements that
require more than one work day to insta!I 4V
require a silt screen at outlet enc.
-f 50
Stream information: I 3 ZI

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uE_n/o AJAMF . ell
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7 x 3x y
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EROSION CONTROL PLAN
SR
COUNTY
LOCAL NAME
70-+00
WORK ORDER NO.
i.
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= ? qx 3 x Z s.-_ -7 c. i 0
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EROSION CONTROL FLAN
SR L
COUNTY-.._
LOCAL NAME
WORK ORDER NO.
LT-
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1
1
9 y.. 3Z
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EROSION CONTROL FLAN
150

SR
COUNTY
LOCAL NAME
9x3?Z 23'
WORK ORDER NO.

1
Za
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<
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EROSION CONTROL PLAN

SR
COUNTY
LOCAL NAME

SR -
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98f50 E.0.P
3
DITCHLINER REQUIREMENTS
S.R. 1500 -A BART HURLEY
Ashe County 19-FEB.-01
Station Station Lt./Rt. Liner
0+00 10+00 Rt. Rip Rap
10+00 16+00 Rt. Rip Rap
16+40 23+15 Rt. Rip Rap
23+45 37+75 Rt. Rip Rap
38+00 48+00 Rt. Rip Rap
48+30 58+50 Rt. Rip Rap
59+10 72+70 Rt. Rip Rap
73+00 82+00 Rt. Rip Rap
82+30 98+50 Rt. Rip Rap
Pipe Station Size Class Remarks
A 0+95 45'x24" Type-B Replace
B 6+10 45'x18" Type-B Replace
C 7+80 45'x18" Type-B Replace
D 8+56 55'x24" Type-B Replace
E 12+50 60'x24" Type-B Replace
F 16+00 40'x15" Plain Add
G 22+24 50'x24" Type-B Replace
H 23+15 30'x15" Plain Add
1 30+43 45'x18" Type-B Replace
J 38+22 85'x18" Type-B Replace
K 48+00 30'x15" Plain Replace
L 48+50 45'x18" Type-B Replace
M 51+50 50'x18" Type-B Replace
N 58+80 30'x15" Plain Add
O 82+00 30'x15" Plain Add
p 83+50 50'x18" Type-B Replace
Q 88+20 45'x18" Type-B Replace
15+z? 4S'x,3" ?rype-a Pe Vic, tc,
5 ?-5+45 qs'X. ?g" -ry?? ? Rr(?lac c
S.R. 1500A
BART HURLEY
ASHE CO.
S.R.!T; County LLF
Name FAQ
Existing Road
New Road
Proposed RAN'
Existinb Pipe
New Pipe
t
r ------------ I
Center Line
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-

Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
`tea
Sheet I Of,
Date Ia-1LI -Do
Survey Date
Conducted B C ???. IC G? N
Drawn By
SK I Dr)- A County NSh e
?Fame P A_vN u MEV Rd
Existing Road
New Road • ` °
Proposed RAV
Existing Pipe
r------1
New Pipe

Center Line
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock checl: dams and silt
basins, as needed.
Sheet -a-ofI-
Date I-a- N-0o
11?= 30,
SunTey Date 10-0,5-60 .
Conducted By CPP ff C2N l
%• .,???^
Drawn By..
S.R: f /?l)'? County Name l..I hG_C a-
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Nem• Road
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Existinb Pipe
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t ,
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Note:
Temporary erosion control
ov,ices not shown, but will
include temporary silt screen.,
rock check dams and silt
basins, as needed.
Survey Date /0-7-5--00
Conducted By
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S.R. ?0 - County l E
Name L
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1 77
Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.

Survey Date I(-) - r? S- O n -
Conducted By G4 IDA N,
k.1?=S% : Z5 O x %"t'.
1? Drawn By ?. , 0 (?u?
S. P,:. btu- County i- H C,
N ameaa
Existing Road
Nem• Road
Proposed RAV
Existing Pipe
Nevi, Pipe
Center Line
C"?-?r n ? ? . I ? ? ? • n l

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Temporary erosion control
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Survey Date 1y-Z S- d o
Conducted By B 1 PL QPF G5--(4
Drawn B y L, j): n u I Pr
Sheet 5 Or-I
Date 12 - l5-00
... ?C,AIC= (' mot
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?game Af1 /- T7[(? ?f U 6,
Existing Road
Nem, Road
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Sheet 6 of 9
Date /, -N-60
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Note:
Temporary erosion control
devices not shown, but will
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rock check dams and silt
basins, as needed.
Survey Date 10-,45'00
Conducted By Cop. Plt 6-rH-
Drawn B y
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?game
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Sheet -1-Of a
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S?.Ir=. D Raw i N G ON `B N C Yom.
Survey Date l b- Z-'?- a
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Name B( i? U P..1
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de\•ices not shown, but will
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rock check darns and silt
basins, as needed.
Survey Date__ I() - 2S -ofl
Conducted Byr.,?,? g , ?? ; . QP
Drawn B y_1, , Q, D u I R

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Name] - `? ?uR1??1n
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old 0
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Note:
Temporary erosion control
devices not shown, but will
include temporary silt screen,
rock check dams and silt
basins, as needed.
Sheet -?-Of--?l
Date 12-14- .CO
I +?d
Survey Date l b - ?_ -'g- © o
Conducted By w of„) ., ???
Drawn By ?, , ? . Q w-4
,f ,, ar` i'r `r ;, ? ?•, . ?x y?F ?'! 41 r?Y; ,?i#?' z,. ? L?? l y NI ? ;?7Qn ??'??
1
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r /^ !4 n4?,4J
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Top: Pipe crossing at station 7+80 on SR 1500A, Bart Hurley Rd., Ashe Count
Bottom: Pipe Crossing at station 8+56 on SR 1500A, Bart Hurley Rd., Ashe G