20010741 Ver 1_Complete File_20010517

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
June 19, 2001
Transylvania County
SR 1106 (Carson Creek Road)
DWQ Project No. 010741
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. Edward A. Green, P.E., District Engineer
NCDOT
4142 Haywood Road
Horseshoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to incur 110
linear feet of CMP extensions, 100 liner feet of stream channel changes, and 280 linear feet of
stabilization on Middle and Upper Creek and their unnamed tributaries in Transylvania County. The
project should be constructed in accordance with your application dated 10 May 2001. After reviewing
your application, we have decided that this fill is covered by General Water Quality Certification No.
3289 corresponding to the U.S. Army Corps of Engineers Nationwide Permit Number 14. In addition,
you should acquire any other federal, state or local permits before you proceed with your project
including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise
specified in the Water Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified
below). Should your project change, you must notify the DWQ and submit a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter, and is
thereby responsible for complying with all the conditions. If total wetland fills for this project (now or in
the future) exceed one acre, or of total impacts to streams (now or in the future) exceed 150 linear feet,
compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). For this
approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Any trout conditions as determined by the North Carolina Wildlife Resources Commission, to protect
the egg and fry stages of trout from sedimentation during construction.
2. Sedimentation and Erosion Control Guidelines for Sensitive Watersheds (15A NCAC 413 .0024) must
be implemented prior to any ground-disturbing activities to minimize impacts to downstream aquatic
resources. Temporary or permanent herbaceous vegetation should be planted on all bare soil within
10 days of ground-disturbing activities to provide long term erosion control.
3. The 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 should not be reduced by a widening of the
streambed). Existing stream dimensions are to be maintained above and below locations of culvert
extensions.
4. All work shall be performed during low flow conditions.
5. All mechanized equipment operated near surface waters should be regularly inspected and maintained
to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic
materials.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
6. The presence of equipment in the channels must be minimized. Under no circumstances should rock,
sand or other materials be dredged from the wetted stream channel under authorization of this permit,
except in the immediate vicinity of the culverts.
7. Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for storm
water sheet flow.
8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when
practical. If necessary, rip-rap should be limited to the stream bank below the high water mark, and
vegetation should be used for stabilization above high water.
9. Rock silt screens at culvert outlets should be removed at project completion.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a
hearing, send a written petition which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.1786 or Mr.
Mike Parker of the Asheville Regional Office at 828.251.6208.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
DWQ Asheville Regional Office
Central Files
File Copy
Sincerely,

TO: Steve Lund, USACOE
Asheville Field Office
FROM: Maryellen Haggard, Regional Coordinator
Habitat Conservation Program
DATE: June 26, 2001
SUBJECT: North Carolina Department of Transportation (NCDOT), SR 1106, Carson Creek
Road, Middle Creek, Upper Creek and Unnamed Tributaries, Transylvania
County
The North Carolina Department of Transportation (NCDOT) is requesting a concurrence letter
from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404 permit from
the U.S. Army Corps of Engineers. Biologists on staff with the NCWRC have reviewed the
proposed improvements and are familiar with habitat values of the project area. These
comments are provided in accordance with the provisions of the Fish and Wildlife Coordination
Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d) and the Clean Water Act of 1977 (33 U.S.C.
466 et seq.).
The proposed project consists of widening and paving SR 1106. NCDOT will replace and
extend four pipes that affect 110 In. feet of Middle Creek, Upper Creek and unnamed tributaries.
NCDOT also proposes to relocate 100 In. feet of Middle Creek and stabilize 280 In. feet of both
Middle and Upper Creek. Both Middle and Upper Creek are classified as trout waters. We will
not object to the project as proposed provided that the following conditions are implemented:
1. Instream work and land disturbance within the 25-foot wide buffer zone are
prohibited during the trout spawning season of October 15 through April 15 to protect
the egg and fry stages of trout from off-site sedimentation during construction. We
will allow temporary encroachment into the buffer zone provided that work does not
occur during the trout moratorium period. Areas within the buffer zone, which have
been cleared due to grading requirements, will be revegetated with riparian trees,
shrubs, and groundcovers to match adjacent conditions.
SR 1106, Carson Creek Road 2 June 26, 2001
2. Disturbance of the stream channel must be limited to only what is necessary to
install the pipes. Heavy equipment should be operated from the bank rather
than in the stream channel in order to minimize sedimentation and reduce the
likelihood of introducing other pollutants into the stream.
3. The addition of pipes should insure that all waters flow without freefalling or
damming on either end during low flow conditions. Pipes 36" or larger should be
buried approximately one foot into the streambed and smaller pipes should be placed
up to six inches below the streambed, if applicable. The dimension, pattern, and
profile of the stream above and below the pipes should not be modified by widening
the stream channel or reducing the depth of the stream. Where disrupted, natural
floodplain benching and aquatic life passage should be restored. This includes the
area in front and below culvert headwalls, site 8, so that the base flow is directed
through the culvert.
4. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion.
5. Temporary or permanent herbaceous vegetation should be planted on all bare
soil within 10 days of ground disturbing activities to provide long-term erosion
control. NCDOT should utilize onsite native vegetation and materials for streambank
stabilization, rather than excessive riprap (or hard stabilization methods). Vegetation
provides bank stabilization, as well as shade for cooler water temperatures, and
riparian edge habitat. If riprap is used, it must be limited to the lower 1/3 of the
streambank.
6. If concrete will be used, work must be accomplished so that wet concrete does
not contact stream water. This will lessen the chance of altering the stream's
water chemistry and causing a fish kill.
7. Rock silt screens at culvert outlets should be removed at project completion.
8. Stormwater should be directed to buffer areas or retention basins and should not be
routed directly into streams.
9. All mechanized equipment operated near surface waters should be regularly inspected
and maintained to prevent contamination of stream waters from fuels, lubricants,
hydraulic fluids, or other toxic materials.
10. The created stream channel should follow natural stream design. Water should not
be diverted into the new stream channel until it is stabilized. Erosion control matting
along with woody vegetation should be used to help stabilize the banks of the
created stream channel.
. .
SR 1106, Carson Creek Road 3 June 26, 2001
11. At the stream stabilization sites along Middle and Upper Creeks, we request that
NCDOT use erosion control matting and woody/herbaceous vegetation to stabilize
streambanks rather than riprap.
Thank you for the opportunity to review and comment on this project during the early planning
stages. If you have any questions regarding these comments, please contact me at (336) 527-
1547,
cc: Cynthia Van Der Wiele, NCDWQ
Edward A. Green, NCDOT
Richard Phillips, NCDENR

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOb'[RN'OR
May 10, 2001
Mr. Steve Lund
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
SUBJECT: Proposed Secondary Road Construction
SR 1106, Carson Creek Road
Transylvania County
Dear Mr. Lund,
PAVENT
RECEIVED
Attached are erosion control plans, an application form for a Nationwide Permit, and a county
map section locating SR 1106, Carson Creek Road, in Transylvania County. SR 1106 is a gravel
road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 1.40
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.
By copy of this letter to Mr. Richard Phillips, P. E., (DENR) we are requesting a variance to
work in the Trout Water Buffer Zone at locations, described as follows:
Stream Station Range Location
Middle Creek 25+00 - 32+20 Rt.
Middle Creek 34+20 -36+50 Rt.
Middle Creek 46+00 -48+00 Lt.
Middle Creek 48+50 -51+00 Lt.
Upper Creek 69+90 -71+00 Rt.
.. ! it
LYNDO TIPPETT
SECRETARY
y? t
U 7 .l .t
.3
Steve Lund
Page 2
May 10, 2001
Please note that we do not proposed to disturb fill slopes in these locations with the exception of
pipe placement/replacement as indicated on the attached erosion control plans. We are
requesting Mr. Phillips approve our request for said variance when he receives the required
comments from Mr. E. L. Ingle, Area Roadside Environmental Engineer, and Mr. Owen
Anderson, N. C. Wildlife Resources Commission.
Due to the alignment of the stream and roadway and right of way constraints from survey stations
28+30 - 28+75 and 30+75 - 31+05, we are requesting permission to relocate the channel of
Middle Creek alongside said survey stations. The proposed relocation would shift the stream
approximately 4 - 20 feet right of the existing channel. (pp. 3 & 4 - Erosion Control Plans). See
attached cross section of channel relocation.
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 and Mr.
Phillips, DENR, concerning the trout water buffer zone variance. Upon review or 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. M. Sparks, P.E., Assistant District Engineer, at (828) 891-
7911.
Sin ere] r
E. A. reen, P. E.
District Engineer
EAG/SMS
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, Jr., P. E., County Maintenance Engineer, NCDOT

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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
llttp://Nvww.saw.usace.anny.miI/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 at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
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 some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http•//xvww saw usace anny mil/wetlands/nwpfinalFedRe.c?.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 5475 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.clinr.state.nc.us/ncwetIands/fees.lithi1. 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
Office Use Only' Form Version April 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
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 Havwood Road
Horseshoe N.C.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 En ineer
Mailing Address: 4142 HavNvood Road
Horseshoe N.C.28742
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: e2reen i dot state nc us
Page 3 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: Carson Creek Road (SR 1106)
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): see attachments
4. Location
County: Transylvania Nearest Town: Brevard
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Benin at the intersection of
SR 1107 and SR 1106 and proceed in a northerly direction for a total length of 7,380
feet to the end of the project.

5. Site coordinates, if available (UTM or Lat/Long): see attachments
(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): 7,380' * 50'= 8.47 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.ne.us/adniin/neaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Upgrade SR 1106 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 1106
usinll 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 additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
Page 5 of 12
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.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identity temporary impacts. impacts tnciuae, Dui arc nut Fill tcu w: u,cwau,r.cu c, car,ng,
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 I-S00-358-9616, or
online at http://w\v\\,.femi.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map) Type of Impact* Len(gth th of
fee) Im act
near
Stream Name** Average
Width Stream of Before
Impact Perennial or
Intermittent?
(please specify)
1 Stabilization 40' Middle Creek 3' Perennial
2 Channel change 60'exist. /45' prop. Middle Creek 3' Perennial
3 Channel change 40' exist. /35' prop. Middle Creek 3' Perennial
4 C1IP extension 20' UT to Middle Crk. 2' Perennial
5 Stabilization 20' Middle Creek 3' Perennial
6 Stabilization 30' Middle Creek 3' Perennial
7 Stabilization 20' Middle Creek 3' Perennial
8 CMP extension 50' Dliddle Creek 4' Perennial
9 Stabilization 20' Middle Creek 4' Perennial
10 Stabilization 30' Middle Creek 4' Perennial
11 C`IP extension 20' UT#1 to Upper Ck 1' Perennial
12 Stabilization 40' UT?11 to Upper Ck It Perennial
Page 6 of 12
13 CLIP extension 20' UT#2 to Upper Ck 2' Perennial
14 Stabilization 80' Upper Creek 3' Perennial
* 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 arc available through the USGS at 1-800-358-9616, or online at
www.uses.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone.com,
www.map< uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 110' CMP Extensions,
100' Channel Changes, 280' Stabilization
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream
Describe the method of construction (e.g., dam/embankment, excavation,
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
? wetlands
installation of
Page 7 of 12
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.
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.iic.us/ncwetlands/strni.g,idc.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htt-p://l12o.etir.state.nc.us/IvM/index.htni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
Page 9 of 12
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 from near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A .
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
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.
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (I 5A 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).
Applicant/Agent' Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Page 11 of 12
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 National 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
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 IN
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
11 State Historic Preservation Office
CAMA and NC Coastal Counties
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kemersville, 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
Page 12 of 12
EROSION CONTROL PLANS
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT SR 1106 (CARSON CREEK RO.)
LOCATION BEGIN AT THE INTERSECTION OF
AN EASTERLY DIRECTION FOR A
OF THE PROJECT. SR 1107 AND SR
TOTAL DISTANCE 1106 AND CONTINUE IN
OF 7,380' TO THE END
WORK TYPE GRADE, DRAIN. ABC, PAVE, EROSION CONTROL, AND FENCE RESET
WORK ORDER 6.002054T PRIORITY 29 SUB/RES
COUNTY TRANSYLVANIA RIGHT OF WAY 50'
DATE 9/20/00 SCALE 1' = 100'
NOTES

iR ABC
10+00
4O 8572.01-36-4815 0l0
00
001009+30
?o
00;00
oio
Cho
o%
00
cio
0 R
0 /
co
w
0
OJOEL M. & CARRDLL M. HUBBARD oio
00
8572.01-37-3186 a,1o
0,0
0.0
oja
CARROLL HUBBARD 6+20
CAROLYN HUBBARD
03 99 CARSON'S CREEK RD.
BREVARD, N.C. 28712 ELIMINATE
AND REPLACE E
8572.01-36-0825 WITH A D/W PIPE
5+30 m
tz
JOEL M. & CARROLL M. HUBBARD..
089 CARSON'S CREEK RD.
BREVARD, N.C. 28712
8572.01-37-3186
t
18"ICMf
2+30
CINDY G. & DAVID CARTER
O 3353 WALNUT HOLLOW RD.
BREVARD, N.C. 28712
8572.01-16-3037
BEGIN PROJECT
R
w
0+001
R
w
R
w
0+0
CINDY G.& DAVID CARTER O
8572.01-16-3037
BEGIN PROJECT

O JOEL & CARROLL HUBBARD
8572.01-37-3186
T-
STEVEN D. & RENA W. LETTERMAN
350 CARSON'S CREEK RD. O
BREVARD, N.C. 28712
8572.01-46-1945
O JOE LETTERMAN
8572.01-46-2278
co
CD
U) I 114+60,
JOE LETTERMAN
2 SHADOW BROOK DR. O
CANDLER, N.C. 28715
8572.01-46-2278
t
18+50
+00
JOE LETTERMAN 5
8572.01-46-2278 O
19+30
CREST
R R
W W
I "I I
12+50 1 112+40
JAMES L. & 6088YE B. SHMITZ
0199 CARSON'S CREEK RD.
BREVARD, N.C. 28712
8572.01-36-4815 gp
GJ
V rJJ
V
Oppp
1`rJ
O
000
On
OHO
O'O
R R
W il W
CINDY G. & DAVID CARTER @
8572.01-16-3037
10+00
IL
` MARK & PATSY BROOME
10 8572.01-48-0378
FL 29+3
KEITH & ANN HUGGINS
O 455 CARSON'S CREEK RD
BREVARD, NC 28712
8572.01-48-1102
t
8+10
JASON C. CAGLE
O 244 POLE MILLER RD.
BREVARD, NC 28712
8572.01-37-9994
30+ 00 CREST
CONTINUES ON
NEXT PAGE
5 0' EXISTING LENGTH; 40'
EXTEND T0:50'
CHANNEL CHANGE
IS, CMP STA:28t30 - STA:28+75
o 60' EXISTING LENGTH
00 45'PROPOSED LENGTH
SITE 2
18' CMP oo ( STABALIZE WITH
eo f CLASS 2' RIP RAP
STA. 26+30 - STA. 26+70
0
®$ JOE LETTERMAN O
8572.01-46-2278
R R
W C0 W
cz
18' CMPBEGIN BUFFER ZONE
STA: 25+00
WENDELL S SHOOK
O 445 CARSON'S CREEK RD.
BREVARD, NC 28712 23+10 1s'
8572.01-37-6833 22+70
R R
O JOEL & CARROLL HUBBARD W W
2
8572.01-37-3186
20+00

13 JAMES & SHERITA WORLEY
8572.01-48-8754
34+20
T
JAMES & SHERITA WORLEY
12 625 CARSON'S CREEK RD.
BREVARD. NC 28712
8572.01-48-6726
EXISTING LENGTH: 40'
EXTEND TO:60' 32+70
40+
THOMAS & NANCY RUFF
1974 HIDDEN SPRINGS PLC. 14
CLEARWATER,FL 34620
8572.02-58-1798
38+90 R
SITE 7
STABALIZE WITH
CLASS '2' RIP RAP
MP STA. 38+70 - STA. 38+90
18, ICMP
c0
m
n-
18' MF
END BUFFEf
SA: 36+
STABALIZE WITH
-CLASS '2' RIP RAP
STA. 35+85 - STA. 36+15
STABALIZE WITH
CLASS '2' RIP RAP
STA. 34+30 - STA. 34+50
5
BEGIN BUFFER ZONE
e??V + STA: 34+20
® JOE LETTERMAN O
8572.01-46-2278 5

R.
ELDON & MARJORI BROOME o0 36' CM n0
11 595 CARSON'S CREEK RD. 0 o0
BREVARD. NC 28712 20 TONS R R 20 TONS
8572.01-48-2663 CLASS '1'
CLASS 'I'
RIP RAP 31+45WN i RIP RAP
MARK & PATSY BROOME
18 605 CARSON'S CREEK RD.
BREVARD, NC 28712
8572.01-48-0378
-2' STREAM
T 4
SAG END BUFFER ZO
STA: 32+20
CHANNEL CHANGE
® STA: 30+75 - STA: 31+05
40' EXISTING LENGTH
35'PROPOSED LENGTH
+mm
CREST

STABALIZE WITH
CLASS '2' RIP RAP
STA. 49.85 - STA. 50-15?
CONTINUES ON NEXT PAGE
20 CONNESTEE FALLS
PROPERTY OWNERS ASSOC.
R 8582.01-06-3068
BEGIN BUFFER ZONE
STA: 48+50
RANDALL & AIMEE POWELL
RT. 1 BOX 264A
21 BREVARD, NC 28712 r
8572.02-59-7328 t1
END BUFFER ZONE
STA: 48+00
47+50

STABALIZE WITH
CLASS '2' RIP RAP
STA. 47+40 - STA.47+6
WILLIS P. HIPPS
19 48 TANGLEW00D HEIGHTS
BREVARD, NC 26712
8572.02-59-4397
BEGIN BUFFER ZONE
IL CTn. AF-Rrl AC.i MrA
'L
60 TONS
CLASS I'
RIP RAP
MICHAEL & SUSAN SCOTT
899 CARSON'S CREEK RD.
17 BREVARD, NC 28712
8572.02-59-2325
T-
T-
143+8
143+80 ,43+75
50+00
STT=
t
,
49+30
R ? R
W18' M? CONNESTEE FALLS
PROPERTY OWNERS ASSOC.20
8582.01-06-3068
EXISTING LENGTH: 20'
EXTEND TO:70'
60 TONS
CLASS '1'
RIP RAP
72' CMP o00 4' STREAM
00
..
0
/ HE DWAL SITE 8
1 145+55
m
FRANK V.DUCKWORTH
U' 11 ROWWIE DR.
18
_ 24 CMP BREVARD, NC 28712
l o._ 8572.02-59-2095
5
THOMAS & JOAN CHAPMAN
P.O. BOX 1263
15 PISGAH FOREST, NC 28768
8572.02-59-0072
FE
JAMES & SHERITA WORLE
13 8572.01-48-8754
GEORGIA WALLEN KOETH
439 GENTIAN RD. 16
ST. AUGUSTINE, FL 32086
8572.02-58-2914
42+30
R R
W W
1- 0e
THOMAS & NANCY RUFF 14
8572.02-58-1798
r 7
CONNESTEE FALLS
20 PROPERTY OWNERS ASSOC.I
8582.01-06-3068

60
R R PRIVATE OVERPASS WITH
W w COBBLESTONE BENTS
18'
CONNESTEE FALLS
PROPERTY OWNERS ASSOC. 20
cn 8582.01-06-3068
R R
W W
END BUFFER ZONE ,
STA: 51+00
STABALIZE WITH
CLASS 12' RIP RAP
STA. 49+85 - STA. 50+15
FROM PREVIOUS PAGE
???a 0+00
70+00®
EXISTING LENGTH: 30'
EXTEND TC:50'
°° IS'
10 TONS__yj °°
CLASS
RIP RAP
R
/
EXISTING LENGTH: 30' W _
EXTEND TO:50'
2,V
10 TONS °°
CLASS '1'
RIP RAP
CONNESTEE FALLS
20 PROPERTY OWNERS ASSOC.
8582.01-06-3068

S 10: STABALIZE WITH
CLASS 'I' RIP RAP
STA. 69+80 - STA. 70+60
CONTINUES ON NEXT PAGE
00 2' STREAM
=?-Ji
10 TONS
CLASS '1'
RIP RAP
R
W l' STREAM
i ® &
STABALIZE WITH
10 TONS CLASS 'B' RIP RAP
CLASS 1' STA. G7+60 - STA. 68+00
RIP RAP
co
R
tz
En
R
W
R
W
60+00
CONNESTEE FALLS
PROPERTY OWNERS ASSOC. 20
8582.01-06-3068

END OF PROJECT
DEAD END
CONNESTEE FALLS
20 PROPERTY OWNERS ASSOC.
8582.01-06-3068
73+80 73+80 END OF PROJECT
DEAD END
cD
m
R U' R CONNESTEE FALLS
i i PROPERTY OWNERS ASSOC. 2O
W181MPw ?-SAG 8582.01-06-3068

STABALIZE WITH
CLASS 'I' RIP RAP
STA. 69.80 - STA. 70+60
FROM PREVIOUS PAGE

PIPE SCHEDULE

PROJECT: Carson Creek Rd. COUNTY: Transylvania SHEET: I of 1
SR 1106

STATION: EXISTING PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW
5+50 24" 50' 120 Fliminate R re lace .1 DAV pipe
28+45 18" 40' 90 18" 50' 90 Extend to proposed length
32+20 36" 40' 90 36" 60' 90 Extend to proposed Imth
46+00 72" 20' 90 72" 70' 90 Extend to proposed length
56+70 18" 40' 60 18" 50' 60 Extend to proposed length
67+50 24" 30' 90 24" 50' 90 Extend to proposed lcncth
69+00 18" 30' 90 18" 50' 90 Extend to proposed length
71+70 18" 40' 90 18" 50' 90 Extend to proposed length

POLE DATA
PROJECT Carson Creek Rd (SRI 106) COUNTY Transylvania
OWNER Citizens Telephone SHEET 1 OF 1
DISTA NCE FROM CENT ERLINE
EXIS TING PROJ ECT AFTER MOVING
STATION POLE
NUMBER LT. RT. LT. RT. LT. RT. REMARKS
7+70 22-2 17 17 Pedestal
12+00 22-3 13 18 Pedestal
12+30 22-4 13 10 Pedestal
12+30 13 10 Pole
31+50 22-7 21 21 Pedestal
34+10 22-8 11 11 Pedestal
34+10 12 12 Pole
40+00 22-9 10 12 Pedestal
44+40 12 12 Drop Pole
49+90 15 10 Pedestal
59+10 22-14 15 15 Pedestal
71+10 22-13 20 20 Pedestal
71+10 21 21 Drop Pole

POLE DATA
PROJECT Carson Creek Rd (SR 1106) COUNTY Transylvania
OWNER Du ke Power SHEET 1 OF 1
DISTA NCE FROM CENT ERLINE
EXISTING PROJECT AFTER MOVING
STATION POLE
NUMBER LT. RT. LT. RT. LT. RT. REMARKS
3+80 22-1 15 15
7+60 22-2 17 17
13+60 13 22 1 Guy
15+25 13 22 2 Guys
27+40 12 12 4 Guys
31+50 21-7 22 22
38+50 9 22 22 Guys only
40+50 F6538-7 22 22
43+20 T53088 20 15 2 Guys

(
222
7i 11
CASCADE 1 z
LACE i
( /? Ills./ . ?' °?-°•
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PROPOSED
IMPROVEME
FOR PAVING
SR. \\C)6
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DETAILS AND'
SPECIFICATIONS
t
;- DSnrjtinn Ovm nl
BGS.oz f Pipe Cutlet Dissipater .............. .............. 0000
??30.0 3 I Temporary Silt Ditch :..::...::..:.... ............. 0000

i? ?o.os
Temporary Diversion _ ---
/605.0/ Temporary Silt Fence
-.-_ TD
/622.0/ Temporary Slope Drain with Earth Berm E- E-
--
/G3o.o? i Silt Basin Type A ..................... .........
...
/G ?0. oz Silt Basin Type B ...................... --------
.........
1633.0 / Temporary Rock Silt Check Type-,
33. oz ..
Temporary Rock Silt Check Type-B

Temporary Rock Sediment Dam _ ...
------------
Type-A
-
/6 34 o2 Temporary Rock Sediment Dam Type B `"
10
Rock Pipe Inlet Protection -
° '
/G .0/ Rock Silt Screen ........................ 4 ;
................

/? 30. o4
Stilling Basin ................... . . .... --
..................... -----
--=-
Rock" Inlet Protection:
132.0/ Type A .............................. . A ? OR ' A ----- :...
1?32.oz Type B .............................. . B ? OR B))
-_---
i
Type C ...............................
C
: OR C))
----

88.0¢
Rip Pap Class "B" ............ . ri
00 GO G

866. 03
Ditch Liner Class "A" ............ 00000.
X x x
Y. Y X
Note: Tyke B Silt Basins will be used in ccnjLrrticn with
Te?prrzry pU ,Silt CT?? F -
1'yrra B unless QthcrYlise sje ific-d.

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DEPT. OF TRANSPORTATION
DIVISION OF HIGHVIFAYS
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ENGLISH STANDARD DRAWING FOR CV
GUIDE FOR RIP RAP AT PIPE OUTLETS °.
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TEMPORARY Sim* Dacii:
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 and/or
ocher sedimentation control measures. T_e_mporary silt ditches are approximately 1
ft. deep, 2:1 side slopeswith aD optional earth berm.
AREAS O USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
Along streams to intercept flow and/or divert to a controlled outlet.
V1-2 March, 1993
.1 1
STATE OF u-t3
NORTH CAROLINA
DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.

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ENGLISH STANDARD DRAti'JING FOR c?
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TEMPOKARY SILT I'rNCL•': ,
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
Fabric
Steel posts length
Post spacing
With Wire Without Wire
Type 3 Class A Type 3 Class B
5 ft 5 ft.
10 ft. 6 ft. maximum

VI-6 March, 1993
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Ul DEPT. OF-TRANSPORTATION
° DIVISION OF HIGHNAYS
- RALEIGH, H.C..
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A silt basin type-D is a temporary basin built to collect sediment flowing through a
drainage way. The silt basin is built at the base of die ditch with its Iength being at
least 2 times the width of the basin. The type-B silt basin is generally built in
conjunction 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 sedimentation is no
longer a problem.
AREAS OF USE:
• In conjunction with temporary rock'silt checks and other devices used in
drainage ditches.
DESIGN Ct`=tRLA:
e See Silt Basin Sizes Typical.

23 March, 1992
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DEPT. OF 'TRANSPORTATION
DIVISION! OF HIGHWAYS
RALEIGH, N.C.,'
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DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
RALEIGH, N.C.
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STATE OF [f i!-l ENGLISH STANDARD DRAVIIPia FOR '-
NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP 'TYPE 'A' o
DEPT. OF TRANSPORTATION ir,
DIVISION O HIGHNAYS co
RALFIGH, N.C. O
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 tt5
or V57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported 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 cleaned before it is removed from stream.
DESIGN CRITERIA:
• Structural stone - class B stone
Sediment control stone - tt 5 or tt 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 March, 1993
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rn DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS)
RALEIGH, H.C.
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STATE OF -911 ENGLISH STANDARD DRAWING FOR.
NORTH CAROLINA
DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS 'A' RIP RAP " °
o
DIVISION OF HIGHWAYS 00
RALEIGH, N.C. CO
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DEPT. OF TRANSPORTATION DRAINAGE DITCHES WITH CLASS %B" RIP RAP o °
DIVISION OF HIGH'NAYS co
RALEIGH, N.C. co
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>ri ?iti'll: ?ha I illcet tll•_ "11)"I'o\'al CO the LnfL;Il_.I'. ?` h>-e no z1),2 7 ' ( !
r it.' cl li 1 is re(.uir'_c.. h:'
\'alious sizes Of ill,: stoi;.. dial be equill\' di_tiibuLi d t\'ltiiiSl the r:clilir... 51'ZC I i s
- 17L
i'ldl%.idual sion:, mlrlii:i?,, \\ili be d?telriLr .d bv ni,'aallhnur its Ion,T dimension. -
'?:.ton.z or bro'll-en con,_r;:te for 1'ciu Rai) hail 111eci Iile re(lulrelllents of able 110_"2-i fol' Ill,: Class
ail ?l Si i`.! Lhllt!? il.
TABLE 1142-1
?CCEFTA CE CRITERIA FOR R' 1P R -A,
kND STONE FOR EROSION CONTROL
I
REQU.I RED S T O.:',E SIZES - ENCI-IES
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No, rncre th..mi _1.00o of the material fuirush?-d can be 1,-s5 than the nnini ,urn sizC si)eclfed nor no
more than I 'A"o of the near n'3l can eke=d the matimum size specified.
PIPE IL,'STAUATION
All 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 c?ith Section 300 of the North Carolina Department of
Transportation "Standard Specifications for Roads and Structures", Juh?, 1995. Pipes will
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed sit (6) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement will be over
a natural stream bed.
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(.? m ENGLISH STANDARD DRAINING FOR STATE OF
o " METHOD OF STRUCTURAL PLATE NORTH CAROLINA
PIPE & PIPE ARCH INSTALLATION DEPT. OF TRANSPORTATION
? ?' DIVISION OF HIGHWAYS
?'? y METHOD 'A' RALEIGII, N.C.'
AA
Typical Section
Showing Proposed Work, & Erosion Control
Proposed
No grading to Slope
be done on creel; Buffer
side of evsdm Zone Em; stin3
roadway. ?--? Slope
e
Stream
Grade, Base, and Pave Proposed
Wideninu
(Cut Side)
Berni shall be constructed on shoulder and N -U be maintained throushout
construction. The roadway is to be sloped to the cut side where possible. lfnot
possib'e, water «ill be released thru down slope pipe or stone Liz!d ditches.

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STATE OF NORTH CAROLINA SUBJECT
)EPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
HIGHWAY BUILDING PREPARED BY DATE
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE
PROJECT
COUNTY
STATION
STR NO SHEET OF-

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l STATE OF NORTH CAROLINA SUBJECT ?lJ?sca?/EF? ?A, ?S?/106) PROJECT
EI' RTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS ?l1Nn/EL ??G;cyr?R/on/ ,? COUNTY
HIGHWAY BUILDING PREPARED BY DATE r , Ol STATIONIf)' ZSF1'O?ll7S??r>*]?-?'?+i'
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET OF_
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Name:ROSMAN
Date: 5/1/101
Scale: 1 inch equals 2000 feet
Location: 0350 09' 03.7" N 082' 46' 25.5" W
Caption: Carson Creek Road (SR 1106)
ht (C) 1997,h1aptech,Inc.
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
May 14, 2001
Mr. John Dorney
Division of Water Quality/ Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Subject: Warrant No. 11213
SR 1106, Carson Creek Road
Work Order #: 6.002054T
Transylvania County
LYNDO TIPPETT
SECRETARY
.1 11 1
Dear Mr. Dorney,
.d
EAG/SMS
Attached is a check in the amount of $475.00 for the subject road. This check is for the
Division of Water Quality's section 401 general certification. If you need further
information in this matter please contact me.
Sincerel
Edw rd AAreen, PE
District Engineer
PAYMENT
(DECEIVED
MEMORANDUM
TO: John Dorney Regional Contact: Kerry ,S. Becker
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 1106
Project Number 01 0741
Recvd From DOT
Received Date 5/17/01
Recvd By Region
Project Type state road paving
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F14 Stream O Y O N F__ 6-(27) F c T_ 40,301. F_- 210.00
f- o Y _0N r__ F_ F-I--f F_ F_
Mitigation Wetland
MitigationType Type Acres Feet
I _F_1 I F_
Is Wetland Rating Sheet Attached? O Y @N Did you request more info? O Y @N
Have Project Changes/Conditions Been Discussed With Applicant? O Y @ N
Is Mitigation required? O Y 0 N
Recommendation: ® Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 350840 Longitude (ddmmss) 824551
Comments:
Thy. project is fairly minor. The only significant change involves moving the creek over approximately
5 feet- While this will remove some of the sinuosity in a small section of the stream. it will not
remove it completely. Sedimentation from the road is a greater detriment to the stream. It is
recommended that the project he approved.
County Transylvania
County2
Region Asheville
cc: Regional Office
Central Office Page Number 1
Wetlands Tracking Projects
t T°otal ?l' , ? *rt Print
Facility Name NCDOT - SR 1106 I County Transylvania I
Project Number O1 0741 County2 I
Q Inactive Region Asheville I
Project Type purpose of state road paving I DMI Office
Location French Broad River East Fork I COE Office Asheville
401s Last Total Total Total Mit Recvd Sent to Recvd Action 401 401 Totals Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
DOT 5/t7/2001 1722/2001
1
Total for Project:
Inspections/ Violations
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date 'Current St
401 }
401
( ?_ Inspect;-'
J O 1' «' N