20020181 Ver 1_Complete File_20020206

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DWQ Project No.:
Applicant: NCDOT
Project Name: S11?
Date of Issuance of 401 Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
County: i? cZ

Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, Joel B. Setzer, P.E., hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of 401 Wa Quality Certification and Buffer Rules, the approved plans and
a
specifications, and o rtW s.
Signature: Date:
Agent's Certific ion
I, , hereby state that, to the best of my.abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be
built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature: Date:
if this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that,
to the best of my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting
materials.
Signature Registration No. Date:

North Carolina 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.nd.us/ncwetlands/
F W ATF
0 qQG Michael F. Easley
Governor
VJ William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
February 14, 2002
Transylvania County
DWQ Project No. 02-0181
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
E.A. Green, District Engineer
NC Department of Transportation
4142 Haywood Road
COPY
Horse Shoe, NC, 28742 FILE
Dear Mr. Green:
On February 6, 2002, the NC Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification for the SR 1574 paving project in Transylvania County. Insufficient information has been
provided in order for us to complete our review. Specifically, please provide the following materials so that we
can complete our review of your application:
Please demonstrate how the pipe crossings will be designed and intalled to allow for passage of aquatic
life;
i Please discuss how stormwater is to be treated on this project.
Until the information -requested in this letter is provided, I will request (by copy of this letter) that the Corps of
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to
indomplete'information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Mike Parker in our Asheville
Regional Office at 828-251-6208 or Cyndi Karoly in our Central Office in Raleigh at [phone].
Sincerely,
John Dorney
cc: Corps of Engineers Asheville Regulatory Field Office.,
Asheville DWQ Regional Office
File Copy
Central Files
020181
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)
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0 9 Michael F. Easley, Governor
ill
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QG W
iam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\
r Alan W. Klimek, P.E. Director
> Division of Water Quality
o ?
July 1, 2002
Transylvania County
DWQ Project No. 020181
SR 1574 (Poplar Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions: MODIFICATION
Mr. E.A. Green, P.E., District Engineer
NCDOT Division 14, District 1
4142 Haywood Road
Horseshoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to impact 40
linear feet of French Broad River in order to upgrade SR 1574 (Poplar Road) in Transylvania County. In
addition we understand that NCDOT must extend five (5) culverts and 400 linear feet of stream relocation
The project should be constructed in accordance with your application dated February 27, 2002 (received
March 1, 2002) with additional changes requested on May 22, 2002. After reviewing your application,
we have decided that this fill is covered by General Water Quality Certification No. 3375 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 only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing, and you may be required to
send us 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 conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear
feet, compensatory mitigation may be required as described in 15A NCAC 211.0506 (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. NCDOT shall use mat in the relocated channel rather than rip rap.
2. All culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of culvert
extensions. Culverts shall be installed below the streambed to allow for fish and other wildlife
movement. If existing culverts are perched, they shall be removed and installed correctly.
3. All work shall be performed during low flow conditions.
4. All mechanized equipment operated near surface waters must be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
5. The presence of equipment in the channels must be minimized. Under no circumstances shall 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.
6. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
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.ustncwetiands/
b•A?
7. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water mark,
and vegetation must be used for stabilization above high water.
8. Riparian vegetation must be reestablished within the construction limits of the project by the end of
the growing season following completion of construction.
9. Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
N 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 that 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 Ms. Cynthia Van Der Wiele at 919-733-9646 or Mr.
Mike Parker of the Asheville Regional Office at 828.251.6208.
Attachment
Pc:
Wilmington District Corps of Engineers
John Hendrix, USACE Asheville Field Office
Mike Parker, NCDWQ Asheville Regional Office

Central Files
File Copy
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1574 County Transylvania
Project Number 02 0181 County2
Recvd From V ILI
DOT Region Asheville
Received Date 2/6/02 Recvd By Region
Project Type road widening
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres` Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F 14 Stream P -Y
77 O N ?-? 6 F C ? 40,301. F- 40.00 470.00 F_-
F_ 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 O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 351504 Longitude (ddmmss) 824043
Comments:
DOT is having to modi this initial application to extend 5 culverts and relocate a small stream
approximately 400 feet. The modification is because the initial construction would have affected two
12?6pety owners septic tank drain fields.
The plans for the stream show the channel to be ripped however in talking with Mr. Mark Davis
,Division 14 Environmental Officer he indicated that they would mat the channel instead of using rip
ran.
Recommend issuance of WO Certification No. 3375,
cc: Regional Office
Central Office Page Number 1
r° ~?`? D 2x181 ?a1?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley
GOVERNOR
Mr. John Hendricks
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
May 22, 2002
FILE COPY
Lyndo Tippett
Secretary
MAY 2 9 2002
WETLANDS tlltOUP "r
WATER QUAUTY SECTION e
401 MSUEEFO
SUBJECT: Modification to current permit
SR 1574, Poplar Road
Transylvania County
State Project No. 6.002090 (DWQ Major Permit Fee $275; $200 previously paid)
Dear Mr. Hendricks,
NCDOT has previously obtained all necessary permits for SR 1574, Poplar Lane. However,
while setting slope stakes for project construction we were informed by two property owners that
we would be grading near their septic drainfields. Therefore, we have shifted the alignment from
approximate stattion 27+00 to approximate station 32+00 to avoid these drainfields. As a result
we will have to do a channel change. In addition this particular channel was previously
considered as an intermittent drainage channel. Therefore, the pipes that cross Poplar Lane in
this location were not included in the original permit. NCDOT is now applying for all additional
pipe extensions needed and an approved channel change.
Attached are erosion control plans, an application form for a Nationwide Permit (Additional
stream impact sites include Site #3 - Site #6), and a county map section locating SR 1574, Poplar
Road, in Transylvania County. SR 1574 is a gravel road that we propose to clear, grub, grade,
replace/extend pipes, and pave for a distance of 0.95 miles. Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams as noted on plans and
the attached pipe schedule. Pipes will be replaced using our standard method of pipe installation
described in the erosion control plans. NCDOT " Best Management Practices for Protection of
Surface Waters" and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion. C-a _-<
F-1
?- r-Y1
rn :?
Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]

John Hendricks
Page 2
May 22, 2002
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. John Dorney, Division of Water Quality.
By copy of this letter, we are asking Mr. Owen Anderson, N. C. Wildlife Resources Commission,
to comment to the Corps of Engineers concerning the Nationwide Permit request. Upon review
of the Corps of Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT)
as well.
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on-the above project.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at [phone].
Sincepours,
n, P. E.
District Engineer
EAG/SLC
attachment
cc: Mr. Richard Phillips, P. E., NCDENR
Mr. John Dorney, DWQ
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
N Section 404 Permit
? Section 10 Permit
N 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required; check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe, NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Edward A. Green, P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Haywood Rd
Horse Shoe, NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: a een ,dot state nc us
Page 5 of 13
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: Poplar Rd (SR 1574)
2..; T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Transylvania Nearest Town: Penrose
Subdivision name .(include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1533 and SR 1574 then continue in an westernly direction for a total distance of 4,990 feet to
the end of project at the dead end.
5. Site coordinates, if available (UTM or Lat/Long): 35N 15' 04"/ 82W 40'. 43"
(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: Rural
Road
7. Property size (acres): 4,990 * 50' = 5.73 acres
8. Nearest body of water (stream/river/sound/ocean/lake): French Broad River
9. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mo .)
Page 6 of 13
10. Describe the purpose of the proposed work: Upgrade SR 1574 to minimum standards for
a NCDOT maintained road.
11. List the type of equipment to be used to construct the project: Widen and pave SR 1574
using hydraulic excavators back hoes bulldozers, dump trucks, motor Graders, and various
hand tools.
12. Describe the land use in the vicinity of this project: Rural residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
pr-eject-(ii eluding all prior phase& 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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

List each impact separately and identify temporary, ;;impacts : Impacts inc?uae? but are not utruted to: mecnantzea. piearling, grading, nu,
excavation, flooding, ditching/drainage, etc. For dams, separatelylist 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://www.fema.Qov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 (Sta. 6+40) CMP extension 10' UT to French Broad Rv 3' Perennial
2 (Sta. 37+25) CMP extension 30' UT to French Broad Rv 3' Perennial
3 (Sta. 28+00) CMP extension 10' UT to French Broad Rv 2' Intermittent
4 (Sta. 31+50) CMP extension 10' UT to French Broad Rv 2' Intermittent
5 (Sta. 32+00) CMP extension 10' UT to French Broad Rv 2' Intermittent
6 (Sta. 28+00 to
Sta 32+00) Channel Change 400' UT to French Broad Rv 2' Intermittent

* List each impact separately and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgRguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 470'
Page 8 of 13
2. 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
y
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
3. 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
NCDOT is proposing to install the minimum amount of metal culverts required to obtain a
standard secondary road lypical. Pipes will be installed 6" below the stream bed to allow the
bottom of the pipe to silt over so that aquatic passage will be over a natural stream bed.
Prover erosion control measures will be installed and maintained throughout the life of the
rp oi ect.
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
Page 9 of 13
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,. aAcopy ofAhe mitigation plan must be attached 'in° order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina;: available at
http://h2o.enr.state.nc.us/ncwetlands/strmp-ide.html....
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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 h=://h2o.enr.state.nc.us/MM/index. . 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
Page 10 of 13
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
(Meuse), 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:
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 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. . The
roadway surface will be approximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers. prior to entering. streams. (See erosion
control plan).
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
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
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).
Page 12 of 13
;a 3ydZ
AppIicarit/Agent?s Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR IS'34 CPO PLAN R L_.N
LOCATION 3EG1,./ ?'rT TyE ./Nj"ERSrGTioN D FSR 1533 AtJ D 5P- 15741 714Fnt
C.oNT1NUE /N AN ?/EsTEP,L`/ TD Igr-cT"jon/ fopA TOTAL D15frI1C5
O..F ? 990 F"4 :'T 70 7X5 zr?/lei Dt- !'f<'O•?7cGI l !r; TSFr WORK TYPE

?s/o?? CQNTPoL he?? ?=?NC6 ?ES?
WORK ORDER &, o C) Z 0 90
COUdTY -RA /'fJ y' VgH-rA
DATE /„_DLL
NOTES

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PIPE SCHEDULE
PROJECT COUNTY=RPi,7SjLVANIA PAGE OF
?DPLA R LN.
STATION EXISTING PROPOSED REMARKS
D IAMETER LENGTH SKEW D IAMETER LENGTH SKEW

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POLE DATA
PROJECT COUNTY ?. t J = `?/i \/? N !,
'
OWNER SHEET OF
DISTANCE FROM CENTERLINE
POLE
STATION NUMBER EXISTING PROJECT AFTER
MOVING REMARKS
LT. RT. LT. RT. LT. RT.

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POLE DATA
PROJECT L
OWNER OF POLE LINE /Tl COUNTYTC4-?r•JS'/LVAN/h SHEETZ OF 2
/V 5 / `EPH0Al F

STATION
POLE GIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT GIST. CENTER PROJECT
AFTER MOVING
REMARKS
NUMBER LT. RT. LT. RT. LT. RT.
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IF)ETAILS AND
SPECIFICATIONS
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.........
Temporary Silt Ditch . 0000

Temporary Diversion .
----------- ...........
---

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Temporary Silt Fence ..........
---

/C ZZ.oI ...................... .„
Temporary Slope Drain vAth Each Berm --------
<- <--
..... -
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/a3o.ol Silt Basin Type p, ...................... ........... _
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/? ao.oz S It Basin Type B ....................... ............. .......

..... ?
---

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Temporary Rock; Silt Check T ypa
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l? 33. oz Temporary Rock Silt Check Typ= ° .... ------------
3 41, Temporary Rock Sediment Dam TYPU-,,\ .

o2
Temporary Rod, Sed dent Dam ..
Ty B • ........
_`__--
!.? 35.0 l . Rock Pipe Inlet Protection - ??
?..
/! 3 ,01 Rock Silt Screen ................. ....:................" --?4 '-----
?? 20 0,? Stilling Basin __
Roc; Inlet Protection:

102-01 • VJYS•F
?

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1632.o` TYP° E .............................. . B ?; 0D • g , .-=--
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U 3Z . 03 Type c ........... ................... . C
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868,0¢ Pip RIP Class "B" ............ . 00 Go C,
00000

Si?.03
Ditch Lirer Class "A" .............
x •r. x .
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Pate: 7yG:e a Silt Pasins will to used in ccnjurr-ticn with h 7eTirrery P:f?, Silt (??'?:k -
.
ly<<- B udoss Oury"rise s{ ified.

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STATE OF Ll ENGLISH STANDARD DRAWING FOR - ?y
NORTH CAROUINA GUIDE FOR RIP RAP AT PIPE OUTLETS °
DEPT. OF TRANSPORTATION ?co
DIVISION OF HIGHNAYS ~ cn
11ALETC.11. N.C.. CO

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TEMPORARY SILT DIZ'cII:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and!or
other sedimentadon control measures. Temporarv silt ditches a.re az)aroycimately 1
ft. deep, 2:1 side slppzswith aD oppional ea?^th berm.
APJ AS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in verdcal height.
• Along streams to intercept floe; and/or divert to a controlled outlet.
V1'2 March. 1993

STATE OF t I - to
NORTH CAROLINA
DEFT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
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TEMPORARY SILT DITCH •
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tTr,NIr0RA1"Y SlIX 1: ENCL:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS of USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 . March, 1993
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NORTH CAROLIW?
DEPT. OF. TRAHSPORTATION
DIVISION OF HIGHNAYS
RALEIGH, N.C.-
A !ilt basin type-13 is a temporary basin built to collect sediment flo?vina throuch a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
^onjunction with temporaryrock silt checks and other devices that control or slow
down water flow. This device must be monitored closely and cl. aried out on a '
regular basis until grass is established along the ditch line and sedimenC tion is no
longer a problem.
,AREAS OF USE:
• In conjunction with temporary rock*silt checks and odner devices used in
d,ainacre ditches.
D =S?GN C`R=I R k:
o S_e Silt Basin Sizes Typical.
23 1/arch, l X17.
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SILT BASIN TYPE `B' NORTH CAROLINA
DEPT. OF•TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, 11.0.
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NORTH CAROLINA
DEPT. OF TRAh+SPORTATION
DIVISION OF HIGHWAYS
RALf_IG-l, H.C.
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STATE OF DIGLISH STANDARD Df AVII1113 FOR Io
NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP TYPE 'A'
DEPT. OF TRAPISPORTATIOt1 ?n
Cl)
DIVISION OF HIGHNAYS
RALEIGH, H.C.
POCK SILT SCREEN:
2
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
rnd shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with r5
or r?7 stone to produce aripple-effect in the stream to settle the larger sediment
part!cles tra_risported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be craned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B store
• Sediment control stone - 5 or; 57 stone
• Dam heicht - 1.5 ft. minimum and 3 ft. maxim?urn ( shall not be higher dnan
1 ft. above normal flow of stream)

VI-2.1 March, 1993
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NORTli CAROLINA DRAINAGE DITCHES WITH CLASS 'A' RIP RAP °.
DEPT. OF TRANSPORTATION co
DIVISION OF HIGHWAYS co
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DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS 'B" RIP RAP ? °
DIVISI014 OF HIGH'i'JAYS

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CC.FFT A-'\-4 E C-RI LR11A FOR RIP RAP : \T} CT0 E T'?l'f.`,'j R(1C_0. EpN Tn0;
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mc?re than Iof the 111aiI-rial can exceed the 111a.Kumlrn siz-1 specified.
. PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard I,41o. 300.01 of the NCDOT -"Roadway St:1-1dard
Drawings".
All pipes shall be laid in accordance with Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", Jul?, 1995. Pipes V-,U
be installed in.the dry whereti•er possible.
Pipes laid in streams large enough to support trout will be installed six (o) inch°s below the
stream bed to allow the bottom of the pipe to silt over so that trout movement Vrill be over
a natural stream bed.

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METHOD OF STRUCTURAL PLATE NORTH CAROLINA
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Date: I(o /D,)-- -
C1(:;-)U
To: ?RRO Steve Mitchell Project Name N ?-- U U I
oa--o 1 ? I
K A 'tt DVJQ Project Number
?FRO en ven e ?WaRO Deborah Sawyer County_
CL/V?l-
LOX,
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
2rAR0 Mike Parker
-- ?MR Pet (:olwell -- - - - --
From: Telephone (919 733-
The file attached is being forwarded to you for your evaluation,. Please call ii you need
assistance.
? Stream length impacted FILE COPY
? Stream determination
? Wetland determination and distance to blue-'line surface waters on USGW topo maps
?inimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamilco, Catawba, Randleman)
? Pond fill
Mitigation.Ssties' ' ?? ??
3
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? is the application consistent with pre-application meetings?
? Cumulative impact concerns
Triage Check List
Comments
F WATF Michael F: Easley, Governor
\o?o RPG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
UJ 7 Gregory J. Thorpe, Ph.D.
> Acting Director
Division of Water Quality
March 25, 2002
Transylvania County
DWQ Project No. 020181
SR 1574 (Poplar Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. E.A. Green, P.E., District Engineer
NCDOT Division 14, District 1
4142 Haywood Road rILE COPY
Horseshoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to impact
40 linear feet of French Broad River in order to upgrade SR 1574 (Poplar Road) in Transylvania
County. The project should be constructed in accordance with your application dated February 27,
2002 (received March 1, 2002). 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 only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us in writing, and you may be required
to send us 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 conditions. If total
wetland fills for this project (now or in the future) exceed one acre, or if stream impacts 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. All culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of
culvert extensions. Culverts shall be installed below the streambed to allow for fish and other
wildlife movement.
2. All work shall be performed during low flow conditions.
3. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
4. The presence of equipment in the channels must be minimized. Under no circumstances shall
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.
5. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
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/
6. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted
when practical. If necessary, rip-rap must be limited to the stream bank below the high water
mark, and vegetation must be used for stabilization above high water.
7. Rock silt screens at culvert outlets shall be removed at project completion.
Upon completion of the project, the NCDOT shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon
completion of the project.
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 that 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 Ms. Cynthia Van Der Wiele at 919-733-9646
or Mr. Mike Parker of the Asheville Regional Office at 828.251.6208.
l1 1Cly,
d'?
ry J. rpe, P D
tin Director
Attachment
Pc: Wilmington District Corps of Engineers
John Hendrix, USACE Asheville Field Office
Mike Parker, NCDWQ Asheville Regional Office
Central Files
File Copy
t J
+Swrv
?e wry .
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley Lyndo Tippett
GOVERNOR Secretary
d2o/
?l
qt[ cur February 27, 2002
MAR 12n
Mr. John Dorney
Div. of Water Quality/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
SUBJECT: Resubmittal !
Proposed Secondary Road Construction
SR 1574, Poplar Road
Transylvania County
Dear Mr. Dorney,
Attached are a revised application form for a Nationwide Permit, erosion control plans, and
NCDOT standards for Poplar Road in Transylvania County. SR 1574 is a gravel road that we
propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.95 miles.
Grading will be moderate to heavy. The revised permit is in response to your request for
additional information.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at [phone].
Sincerely urs
E. A. reen, P. E.
District Engineer
EAG/SLC
attachment
cc: Mr. John Dorney, DWQ
Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT
Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]
b s

r?
Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. 07-0/9 1
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Edward A. Green, P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: erg een(a dot state nc us
Page 5 of 13
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: Poplar Rd (SR 1574)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Transylvania Nearest Town: Penrose
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1533 and SR 1574 then continue in an westernly direction for a total distance of 4,990 feet to
the end of project at the dead end.
5. Site coordinates, if available (UTM or Lat/Long): 35N 15' 04"/ 82W 40' 43"
(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: Rural
7. Property size (acres): 4,990* 50' =5.73 acres
8. Nearest body of water (stream/river/sound/ocean/lake): French Broad River
9. River Basin: French Borad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 6 of 13
10. Describe the purpose of the proposed work: Upgrade SR 1574 to minimum standards for
a NCDOT maintained road.
11. List the type of equipment to be used to construct the project: Widen and pave SR 1574
using hydraulic excavators back hoes bulldozers dump trucks, motor graders, and various
hand tools.
12. Describe the land use in the vicinity of this project: Rural residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 13
Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://Nvw-A,.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
specify)
1 CMP extension 10' UT to French Broad Rv 3' Perennial
2 CMP extension 30' UT to French Broad Rv 3' Perennial

i
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.goy. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 40'
Page 8 of 13
I r
2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identity temporary impacts. impacts mciuae, out are not umuea to: nu, excavation, ureugmg,
flooding, drainage, bulkheads, etc.
3. 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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 oyt*^,?r n t wig?Also discuss how impacts
were minimized once the desired si :1 VNin'' "? was developed. If applicable, ss construction
techniques to be followed duri onstruction to reduce impacts.
NCDOT is proposing to inst' the minimum amount of metal culverts re wired to obta> a
e
bed
the pipe to silt o er so that aquatic passage will be over a natural stream bed.
lion control 'fne sures will be installed and maintained throughout the life a
rp oi ect.
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
Page 9 of 13
I t
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http•//h2o enr state.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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://h2o.enr.state.ne.us/wM/index.htm. 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
Page 10 of 13
I
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:
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 feet perpendicular trom near banK of cnannei; Gone / extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 13
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.
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be approximately 40% of the right-of-way area. Stormwater will be
diverted through settling basins or grass lined buffers prior to entering streams. (See erosion
control plan)
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
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
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).
Page 12 of 13
?/,0 Z
Applicant/ gent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
I 1
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SP, V5"74 (PD PLA R L_N
LOCATION 3EC711V AT-01f, .1^7?EASZ?T/on/ ,FSR 1533 AMD 5p, 157
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DEPT. OF TRANSPORTATION
DIVISION OF HIGHNAYS
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GUIDE FOR RIP RAP AT PIPE OUTLETS
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TcNIPORARY SILT D11'cil:
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A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. T_empora:v silt ditches aye aooroYimately 1
ft. deep, 2:1 side slopzswith Ala optional ea ber-m_.
AREAS Or USE:
• Toe of fill slopes v.-h.-re fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993
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STATE OF ENGLISH STANDARD DRAWING FOR ? c*)
NORTH CAROLINA TEMPORARY SILT DITCH- "-0
DEPT. OF TRANSPORTATION ° o
DIVISION OF HIGH'"IAYS co
RALEIGH, N.C. ?; cD
WPORARY SILO 1l' ENCL:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Materi al NVIth `Fire Without NN'ire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
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-' _ Ei;GLISfi SlWIDaRD DRUNIP1G FOR STATE OF
o r TEMPORARY SILT FENCE NORTH CAROLItIA
crn _ DEPT, OF. TRAPISPORTATIO l
DIVISION OF HIGH', 'IA`(S
o " RALEIGH, N.C.
A gilt basin type-)3 is a temporary basin built to collect sediment flo`ving through a
drainage way. The silt basin is built at the base of the ditch with its length being at
least 2 times the width of the basin. The type-B silt basin is generally built in
,=junctiou with temporary.rock silt checks and other devices that control or slo%v
Sown water flow. This device must be monitored closely and clean'.--d out on a
regular basis until grass is established along the ditch line and sedimentation is no
longer a problem.
AREAS OF USE:
hi conjunction with temporary rock silt checks and other devices used in
;, ainage ditches.
DESIGN C`a.! i RL :
o S=e Silt Basin Sizes Typical.
23 lfiarch, 1992

Silt Basin - 1
(S.B. 7)
3/ 1
21
31
LT
Silt Basin - 3
(S.B. 21)
Length of Disturbed Area = 100'
Length of Disturbed Area = 200'
Length of Disturbed Area = 300'
Length of Disturbed Area = 400'
Basin Sizes based on 600 cubic feet of storage per acre. Basins to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
Silt Basin - 4
(S.B. 28)
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STATE OF
G) SILT BASIN TYPE `B' NORTH CAROLINA
'
p D"PT. OF 'TRANSPORTATION
• DIVISION OF HIGHWAYS
N RALEIGH
N.C.
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w TEMPORARY ROCK. SILT CHECK TYPE NORTH CA.ROLII.
D_PT. OF TRANSPORTATION
o DIVISION OF HIGHWAYS
N J _ - RALEIGH, II.C----
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STATE OF L]
NOETH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHN"WS
RALEIGH, H.C.
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ROCK PIPE INLET SEDIMENT TRAP TYPE 'A' ''1t-,

ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with r'5
or r57 stone to produce aripple-effect in the stream to settle the larger sediment
particles transported in the stream from the constr-ucdon site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below constniction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
Sediment control stone - 5 or T 57 stone
Dam height - 1.5 ft. rrinimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI.2.1 P/I;irch, 1993
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NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGIPNA73
RALCIGII, H.C.

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STATE Or lI -uJ i ENGLISH STANDARD DRAWING FOR, ? co
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS 'A' RIP RAP ? °
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS Lo
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RALEIGH, N.C.
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STATE OF ?-i ENGLISH STANDARD DrIAVIING FOR
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS 'D' RIP RAP °
DEPT. OF TRANSPORTATION
DIVISION OF HIGHYlAYS co
RALEIGH, N.C. cD
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ENGLISH STANDARD DRAWING FOR I?Ico

Typical Section
Showincg Proposed Work, & Erosion Control
Proposed
N. Pidu Slope
0 _L'1Q to
be done on creel: Buffer
side o`e`is:,n2 Zone Eli s?lna
roadw ?--? Stop-,
A
Steam I I
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Grade, Ease, gild Pave Proposed
Widerdnz
(Cu, Side)
Eer-m shall be consifucted on shoulder ?-id i6il be Iil?? li2Ll'd i==ouRhout
const action. The roadway is to be sloped to the cut side where oossibl_. l not
possible, ?c ate: gill be released ti)^u do-,;n slope pipe o: stone Ln_d

PIPE ENSTALLAMN
MI pipe installed on the project will be installed using the standard method of pipe
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadway Standard
Drawings".
All pipes shall be laid in accordance Frith Section 300 of the 1`,orth Carolina Department of
Transportation "Standard Specifications for Roads and Stnrctures", July, 1995. Pipes Rill
be uistAed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed sip (d) inches behn the
stream bed to allow the bottom of the pipe to silt over so that trout rnovement v,-ill b., ox..r
a natural strearn bed.
sj
TYP/!?A?IPE /NS7frtLAT/O?/ IN Tk0l1T SUpR??-t'lIJG WAT.??S
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- - - Y -- - - -- --- - -- -- --
* NOT 7-0 S 4AI 46
E,QOS/a,q GONTr-ol_ AS SflowN ON PLfiNS

NATURAL STREfW•
13C-Q

w'S?O
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Michael F. Easley
GOVERNOR
020181
January 30, 2002
Lyndo Tippett
Secretary
-- n
Mr. John Hendricks
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
FILE COPY
SUBJECT: Proposed Secondary Road Construction
SR 1574, Poplar Road
Transylvania County
State Project No. 6.002090 (DWQ Minor Permit Fee $200)
Dear Mr. Hendricks,
Attached are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1574, Poplar Road, in Transylvania County. SR 1574 is a gravel road
that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 0.95 miles.
Grading will be moderate to heavy.
We are requesting permission to replace and extend pipes in live streams as noted on plans and
the attached pipe schedule. Pipes will be replaced using our standard method of pipe installation
described in the erosion control plans. NCDOT " Best Management Practices for Protection of
Surface Waters" and proper phasing of erosion control items will be used to minimize and
control sedimentation and erosion.
Also by copy of this letter, authorization to proceed under section 401 of the Clean Water Act is
being requested from Mr. John Domey, Division of Water Quality.
By copy of this letter, we are asking Mr. Owen Anderson, N. C. Wildlife Resources Commission,
to comment to the Corps of Engineers concerning the Nationwide Permit request. Upon review
of the Corps of Engineers we are requesting that Mr. Anderson forward a copy to us (NCDOT)
as well.
L+ V L U
Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]
r ,,
John Hendricks
Page 2
January 30, 2002
By copy of this letter, we are also asking Mr. Ed Ingle, Area Roadside Environmental Engineer
(NCDOT), to comment directly to us on the above project.
Your earliest consideration for this request would be appreciated. If any further information is
needed, please contact me or Mr. S. L. Cannon, Assistant District Engineer, at [phone].
Sincerel yours
Green, P. E.
District Engineer
EAG/SLC
attachment
cc: Mr. Richard Phillips, P. E., NCDENR
Mr. John Dorney, DWQ
Mr. Owen Anderson, Western Mountain Region Coordinator, NCWRC
Mr. E. L. Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. C.E. Dumas, P. E., County Maintenance Engineer, NCDOT

N NA
TF9Q
co 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
projed 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
htti)://www.saw.usace.army.mil/wetlands/Penn 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://www.saw.usace.anny.mil/wetlands/regtour.htm, or contact one of the field
offices listed on page 3 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
http://h2o.enr.state.nc.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 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 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 page 4 of this application).
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. 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/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 http://h2o.ehnr.state.nc..us/ncwetlands/fees.html. 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-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 143 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
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 1V
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]
Page 3 of 12
CAMA and NC Coastal Counties
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 Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
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
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 12
Office Use Only: 2 018 f orm Version October 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
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: Edward A. Green P.E.
Company Affiliation: District Engineer
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: egreenaa dot state nc us
Page 5 of 12
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: Poplar Rd (SR 1574)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Transylvania Nearest Town: Penrose
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1533 and SR 1574 then continue in an westernly direction for a total distance of 4,990 feet to
the end of project at the dead end.
5. Site coordinates, if available (UTM or Lat/Long): 35N 15' 04"/ 82W 40' 43"
(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: Rural
Road
7. Property size (acres):-4,990 * 50' = 5.73 acres
8. Nearest body of water (stream/river/sound/ocean/lake): French Broad River
9. River Basin: French Borad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htlp://h2o.enr.state.nc.us/admin/mUs .)
Page 6 of 12
10. Describe the purpose of the proposed work: Upgrade SR 1574 to minimum standards for
a NCDOT maintained road.
11. List the type of equipment to be used to construct the project: Widen and pave SR 1574
using hydraulic excavators back hoes bulldozers dump trucks motor graders, and various
hand tools.
12. Describe the land use in the vicinity of this project: Rural residential
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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
acres) Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema-gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
1. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 CMP extension 10' UT to French Broad Rv 3' Perennial
2 CMP extension 30' UT to French Broad Rv 3' Perennial

. c.v:.,..1 a ..l..e ....A atoA r n_ran
* List each impact separately and identify temporary impacts. impacts include, um ale lwt uuuLcu tv. ? U Vv ? •a ".• . . •r °r>
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (un ed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the U at - -358-9616, or online at
www.usss.gov. Several intemet sites also allow direct download and printing of G maps (e.g., ?w ozone.com,
www.mapguest.com, etc.). 1
Cumulative impacts (linear distance in feet) to all streams
Page 8 of 12
2. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. impacts mciuae, out are not urrutea to: nu, exuavauun, uieugins,
flooding, drainage, bulkheads, etc.
3. 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.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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.
See attachments
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.
Page 9of12
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
htti)://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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 hqp•//h2o.enr.state.nc.us/M/index.htm. 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
Page 10 of 12
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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ? No ® If you answered "yes", provide the following information:
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 I extends out 30 feet perpendicular from near bank of cnannei; Zone 2 extcuua
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
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.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
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).
/- 30-o Zr
Applicant/Agent Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SP, jcj'74 ( POPLAFL LN• )
LOCATION 3EGilv frT79E.11v7ER5z?--T1oA1 OFSR 1533 f?n1D SR 15'7 14 5"1
CoNTjNUE- /N AN ?/EsTEP,Ly ??p?cr?or/ f°?? ToT.4L j?
pF" '990 F,?: c°T r0
WORK TYPE
WORK ORDER ?o. D D 2 O 90
COUNTY y/v -A
DATE tq-D4
?R?S/ON Cn??iPoLrh??? r?NC6 f;'E5:
PRIORITY - it 3 ?
RIGHT Or WAY
s o'
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PIPE SCHEDULE
PROJECT COUNTY:ERP?J5\/LVAN1A PAGE OF
PC)? L A R LN
STATION EXISTING PROPOSED REMARKS
DIAMETER LEN SKEW DIAMETER LENGTH SKEW
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POLE DATA
PROJECT COUNTY
OWNER SHEET OF
POLE DISTANCE FROM CENTERLINE
STATION NUMBER EXISTING PROJECT AFTER
MOVING
REMARKS
LT. RT. LT. RT. LT. RT.
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POLE DATA
PROJECT COUNTY7VV?p t.JSy.LVAN/R SHEETZ OF Z
OWNER OF POLE LINE T/ ^

STATION
POLE DIST. FROM CENTER
PRESENT ROAD DIST. FROM CENTER
PROJECT DIST. CENTER PROJECT
AFTER MOVING
REMARKS
NUMBER LT. RT. LT. RT. LT. RT.

2 5 2? ?N N
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DETAILS AND
SPECIFICATIONS
Rr -=
td, )?gr.ri tin Sv, nl
668.04:
„ ? Pipe Cutlet Dissipatcr ........................... 000
000
// -?-o3 Silt Ditch
r ;
Temporary Diversion

l?os.o/. .............................
Temporary Silt Fence ---

/C 22.01
Temporary Slope Drain with Earth Berm --------
<-- F-
.......... T
-----: --
/a3o.oi Silt Basin Type A .......................... ------
30. oz Silt Basin T ype B
..... ............................. ---
.......
E:?>.
/633. o 1 Temporary Rock Silt Check Typ.: A ......... . ?X -----------
2
5 o? Temporary Rock Silt Check T yo`B .. ------------
/' 3 ,0? Temporary Rock Sediment Dam Typ-A - ?-_-?

G7
Temporary Roc!: Sediment Dam Types B ___
`
-----------

11,35-01 .
' Rock Pipe -Inlet Protection - -

<..
/' 3 .01 Rock Silt Screen ........................ :..:............ ? ---4?° -----
l? 30. oG Stiliing Basin ..............................

.......

............
---=-
Pock Inlet Protection:
Type A
1?3Z.o` Type B
Type C
968,04
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............................... B " . oR B ': --=--
..... .......................... C ? Vi 1 C
Rip Rap Class "B" . 00 CO 0 l
00000.
Ditch Urpr Class "A" x x x
Pdctn: Tyke a Silt Basins will to used in ccnjurr-ticn with h TL-Trrzry Pa_-. Silt Crr r, -
1y4P_ b mless outer elise sj?,ified.
HILIU 1
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STATE OF ENGLISH STANDARD DRAWING FOR CV
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS ? °.
DEPT. OF TRANSPORTATION w
DIVISION OF HIGHN AYS 1 cn
l1AI.F.rc1+. N.O. CfD
Tr-MI'OItAItY Siix D11'cii:
TS D
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks andlor
other sedimentation control measures. T_e_mporarv silt ditches are approximately 1
ft. deep, 2:1 side slopes with ,o opeional earth berm.
AREAS Or USE:
• Toe of fill slopes where fill exceeds 3 ft in verdcal height.
• Along streams to intercept flow and/or divert to a controlled outlet.
%T2 Mardi, 1993

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STATE OF 11-00 ENGLISH.STANDARD DRAWIM FOR co
NORTH CAROLINA TEMPORARY SILT DITCH.
DEPT. OF TRANSPORTATION ° o
DIVISION OF HIGHWAYS ? M
RALEIGH, N.C. ?; cD
TEMPORARY SILT F'etrcL:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,
stretched and supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across streams, ditches, or waterways.
AREAS of USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRITERIA:
Material NVith Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
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NORTH CAROLMA
DEPT. OF. TRAHSPORTATIOil
OIVISIOH OF HIGH'NAYS
RALEIGH, H.C.
A silt basin type-B is a temporary basin built to collect sediment flo?ving through a
drainage way. The silt basin is built at the base of the ditch with its lencth being at
least 2 times the width of the basin. The type-B silt basin is generally built in
,=junction with temporary.rock silt checks and other devices that control or slow
Sown water flow. This device must be monitored closely and cleaned out on a
regular basis until grass is established along the ditch line and sed.iment:,Eon is no
longer a problem.
r'?- REAS OF USE:
Ln conjunction with temporary rock silt checks and oC:ner devices used in
-raiinage ditches.
DEs?GN CR 1 E- L A .
o Spa Silt Basin Sizes Typical.
23 March, 1992

Silt Basin - 1
(S.B. 7)
'I

2111'

?T
Silt Basin - 3
(S.B. 21)
Length of Disturbed Area = 100'
Length of Disturbed area = 200'
Length of Disturbed Area = 300'
Len,,th of Disturbed Area = 400'
",'Basin Sizes basecl on 600 cubic feet of storage per acre. Basil's to be cleaned
out after every storm event and when basins are half full.
Silt Basin - 2
(S.B. 14)
Silt Basin - 4
(S.B. 2B)
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DEPT. OF *TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, II.C,
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ENGLISH STANDARD DRAWING FOR
TEMPORARY ROCK•SILT CHECK TYPE 'B'
STATE OF
NORTH CAROLINA
D,'-:PT. OF TRANISPORTATION
DIVISION OF HIGHWAYS
RALEIGH, II.C.
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STATE OF U-- ???! E11GLISH STANDARD -D(IAVIlN13 FOR r
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NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP TYPE 'A'
DEPT. OF TRAtISPORTATION JItn
DIVISION OF HIGHNAYS co
RALEIGH, H.C.
ROCK SILT SCREEN:

A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the ri cht-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with 45
or €57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the conscrucdon site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below constructon sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITEP,,Lk:
• Structural stone - class B stone
• Sediment control stone - ` 5 or 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum ( shall not be higher than
1 ft. above normal flow of stream)
VI-2.1 M;:rch, 1993
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w ROCI< SILT SCREEN
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STATE OF
NORTH CAROLINA
DEPT. OF TRANSPORTATIOt
DIVISIOtl 017 HIG'PMY")
RALUCN, H.C.
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STATE OF ENGLISH STANDARD DRAWING FOR, - ce)
NORTH cnnoLlNn
DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS 'A' RIP RAP
•_
co
DIVISION OF HIGHWAYS co
RALEIGH, N.C. 7.00

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STATE OF ?-"- ENGLISH STANDARD DRAINING FOR
NORTH CAROLINA DRAINAGE DITCHES WITH CLASS `Q' RIP R/,P °
DEPT. OF TRANSPORTATION
DIVISION OF HIGH"MAYS cI
RALEIGH, N.C.

of 11CICl slilllr or rot!I_til 111111twri Cllt:irl'\' Stan.. 1,11: Sion,, slialf
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TABLE 164-21-1
CCFPTAN?-E CRITERIA FOR RIP RAP
t R1-tT'7T7i-, T"L C-) -.-r, S i?;?? - iiLS
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nnore than IU.O''o of the lllai,-iial can e::c,.d the ilia\Slllum Siz, sp:cifed.
PIPE INSTALLATION
All pipe installed on the project will be installed using the standard method
installation - Method "A", Standard No. 300.01 of the NCDOT - "Roadw:
Drawinjs".
All pipes shall be laid in accordance with Section 300 of the North CaroLna Depamment of
Transportation "Standard Specifications for Roads and Structures", Ju?v, 1995. Pipes v,,U
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (05) Lrichts the
stream bed to alloy the bottom of the pipe to silt over so that trout movement ?r•il be over
a natural stream bed.

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W ENGLISH STANDARD DRAVI'ING FOR STATE OF
°o ~ METHOD OF STRUCTURAL PLATE NORTH CAROLINA
PIPE & PIPE ARCH INSTALLATION DEPT. OF TRAiISP ON
o ° DIVISIO'I OF fiI GNVIAY GFlI?lAYS
w - P.IETIIOD 'A' RALEIGH, H.C.
Typical Section
Showing Proposed Work, ,& Erosion Control
No QradinQ to
be done on creek
side o`exis-L -mz
roadu•;:;: .
Sean
Proposed
Slope
Eu? 'er
Zone Existing
. Slope
-1
Grade, Ease, and Pave
Proposed
(Cu; Side)
Berm shall be const-acted on Shoulder acid vU be ma.:.iitzned t= oLR ?oLi
corLstouct;on. The roadway is to be sloped to the cut side v,-he-,e possib'e. 1 r,n,
possible: water gill be released: L:nr-L do*,*,'slop: pipe o: ston;. Lned d aches.