20020232 Ver 1_Complete File_20020214

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DWQ Project No.: O?Oo2 ,3?,Z County:
Applicant: NCDOT
Project Name:
Date of Issuance of 401 Water Quality Certification
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

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 the 401 Water. Quality Certification and Buffer Rules, the approved plans and
specifications, and oth in erials.
Signature: Date:
Agent's Certifica " n
1, , 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
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.nt.us/ncwetiands/

G Z' b Z: J AUG 2-
-Defl
9
® North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Dorney, Wetland St ientist
Division of Water QFROM: Owen F. Anderson, tam Regi
on Coordinator
Habitat Conservation Program
DATE: August 7, 2002
SUBJECT: 401 Certification Application, Stream Relocation/Restoration Plan, Unnamed
Tributary E. Fork French Broad River, SR 1104 Dolly Masters Road,
Transylvania County, North Carolina, WQ Project No. 02-0232
The North Carolina Department of Transportation is requesting a letter of concurrence
from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 401-water quality
certification for the subject project. Staff biologists have reviewed the information provided by
the applicant. These comments are provided in accordance with provisions of the Clean Water
Act of 1977 (33 U.S.C. 466 et seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
The applicant proposes to clear, grub, grade, replace/extend pipes and pave SR 1104,
Dolly Masters Road, for a distance of 1.04 miles. Grading will be moderate to heavy. The
project will require two culvert extensions of 10 feet each in an unnamed tributary to East Fork
French Broad River and an unnamed tributary to Glady Fork Creek. Additionally 130 feet of an
unnamed tributary of the French Broad River will need to be relocated.
The proposed new channel is a Rosgen type "B" stream, a step pool channel. The new
channel will be constructed in the dry and will be seeded and matted with coconut fiber before
water is diverted. Sod mats, small trees, and shrubs adjacent to the old stream channel may also
be transplanted along the new channel to provide immediate vegetative cover.
The Division of Water Quality classifies this reach of the East Fork French Broad as C
trout HQW. This stream reach is not designated as trout water by the NCWRC. It is the opinion
of biologists with the NCWRC that streams of sufficient size in the project area do support trout.
The NCWRC is concerned about potential project impacts to trout and other aquatic
resources in this drainage; however, we can concur with the issuance of a 401 certification for this
project. However, we request the certification be conditioned as follows.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
. Telephone: [phone] ext. 281 • Fax: [phone]
..
Stream Relocation, Dolly Masters RD 2 August 7, 2002
Transylvania County, E. Fork French Broad
Sedimentation and erosion control measures for High Quality Waters should be
implemented and maintained on the project site to avoid impacts to downstream
aquatic resources. Temporary or permanent herbaceous vegetation should be planted
on all bare soil within 15 days of ground disturbing activities to provide long-term
erosion control. Areas around stream crossings and adjacent to streams should be
seeded by hand and mulched with erosion control matting instead of straw.
2. As much as feasible, vegetation and substrate should be salvaged from the old channel
for use in and along the new channel.
3. Work in stream and within the 25-foot buffer is prohibited during the trout-spawning
period of October 15-April 15 to protect the egg and fry stages of trout.
4. All mechanized equipment operated near surface waters should be inspected and
maintained regularly to prevent contamination of stream waters from fuels, lubricants,
hydraulic fluids or other toxic materials.
5. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in
or adjacent to surface waters is strictly prohibited.
Thank you for the opportunity to review and comment on this project. Pending
availability of field staff, the NCWRC may inspect the work site during or after construction. If
there are any questions regarding these comments, please contact me at [phone].
cc: Mr. E. A. Green, District Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. Ed Ingle, Area Roadside Environmental Engineer, NCDOT
Mr. John Hendrix, U. S. Army Corps of Engineers, Asheville
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 18, 2002
Transylvania County
DWQ Project No. 020232
SR 1104 (Dolly Masters 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
150 linear feet of unnamed tributaries to Jane Cantrell Creek and East Fork French Broad River
(including 130 linear feet of stream relocation), in order to upgrade SR 1104 (Dolly Masters Road) in
Transylvania County. The project should be constructed in accordance with your application dated
February 8, 2002 (received February -14, 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 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. Stream Relocation
a. NCDOT shall provide plans for the 130-foot stream relocation of the project, with a list of
native vegetation to be planted, prior to construction.
b. The stream relocation shall include a minimum of 20-foot buffers and use natural channel
design. NCDWQ personnel recommend a B-type stream with step pools. The natural
channel design specifications shall be calculated from field measurements of an
unimpacted section of stream (reference reach). The plans must include reference reach
data including a sketch map, the range of values (pattern data), and all calculations
(including the determination of bankfull). The channel design should include a floodplain
terrace at stream bankfull.
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/ncwetiands/

c. The stream relocation must be constructed in a dry work area, and stabilized before stream
flows axe diverted. Channel relocations shall be completed and stabilized prior to diverting
water into the new channel. Whenever possible, channel relocations must be allowed to
stabilize for an entirr growing season. Vegetation used for bank stabilization shall be
limited to native woody species, and should include establishment of a 15-foot wide
wooded:and an adjacent 5-foot wide vegetated buffer on both sides of the relocated
channel. A transitional phase incorporating coir fiber and seedling establishment is
allowable. Rip-rap may be allowed if it is necessary to maintain the physical integrity of
the stream, but the applicant must provide written justification and the calculations used to
determine the extentof rip-rap coverage requested.
d. If this Office determines that the stream relocation or associated riparian area has become
unstable- the streamshall be repaired or stabilized using only natural channel design
techniques if possible. Additionally, the vegetation in the riparian shall be maintained
and/or emplaced according to the approved plans. Rip-rap and other hard structures may
only bet :used if required by the Division of Land Resources or a Delegated Local Program.
Lastly,. all repair designs must be submitted to and'receive written approval from this
Office before the repair work is performed.
2. NCDOT shall use Best Mamagement Practices for the Protection of..Surface Waters (NCDOT
March 1997)i and 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 acpatic resources. Temporary or permanent herbaceous vegetation shall
be planted on. all bare soil within 10 days of ground-disturbing activities to provide long term
erosion contras-
3. In-stream work .and land 6turbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season ofdctober 15 through April 15, or other conditions as determined by the
North Caroliima Wildlife JR-sources Commission, to protect the egg and fry stages of trout from
sedimentation. during covaruction.
4. Stormwater shall be directed to buffer areas or retention basins and not routed directly to streams.
5. All culverts required fortiis project shall be installed in such a manner that the original stream
profiles are riot: altered (ut. the depth of the channel must not be reduced by a widening of the
streambed). existing samm dimensions are to be maintained above and below locations of
culvert extensions. Cubuts shall be installed below the streambed to allow for fish and other
wildlife move<ruent. If any of the existing culverts are perched, they shall be removed and
reinstalled correctly.
6. All work shall. be performed during low flow conditions.
7. All mechanized equipment operated near surface waters must be regularly inspected and
maintained to, prevent coattmination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
8. The presence calf equipina tin the channels must be minimized. Under no circumstances shall
rock, sand or aaer matetigs be dredged from the wetted stream channel under authorization of
--this per-n-tit, ex-pt in theitntediate v ieinity of the vsrts- - -
9. Existing vegetatted buffesshall not be mowed in order to utilize it for storm water sheet flow."
10. Use of rip-rap i? nr bank s*ilization is to be minimized; rather, native vegetation is to be planted
when practical- If necena y, rip-rap must be limited to the stream bank below the high water
mark, and vep--tation mastbe used for stabilization above high water.
11. Rock silt screems at culvactoutlets shall be removed at project completion.
Upon completion vcs-,f the projim. the NCDOT shall complete and return the enclosed
"Certificate of Coucpletion"lam to notify NCDWQ when all work included in the §401
Certification has beten compd. The responsible party shall complete the attached form
and return it to the -401/We&mds 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 919.733.5715
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
Opt E f
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n-ps
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 9, 2002
MEMORANDUM
TO: John Dorney, Division of Water Quality
Department of Environment and Natural Resources
LYNDO TIPPETT
SECRETARY
fl(f ?OPy
FROM: Mark S. Davis
Division 14 Environmental Officer
SUBJECT: 401 Certification Application
Stream Relocation/Restoration Plan
SR 1104 - Dolly Masters Road - Transylvania County
WQ Project No. 02-0232
NCDOT has prepared a stream relocation/restoration plan for an unnamed tributary to the
East Fork French Broad River associated with the subject project. I have enclosed a site map,
reference reach data, and the design criteria for the new channel. The new channel will be a
Rosgen type "B" stream (step pool channel). The new stream channel will be constructed in the
dry and will be seeded and matted with coconut fiber before water in diverted. Sod mats, small
trees, and shrubs adjacent to the old stream channel may also be transplanted along the new
channel to provide immediate vegetative cover.
If you have any questions or need additional information, please contact me at (828) 586-
2141. Your prompt attention to this matter would be greatly appreciated.
Enclosures
cc: Mr. Michael R. Parker, DWQ, Asheville
Mr. John Hendrix, NCDOT Regulatory Project Manager, USACOE, Asheville
Mr. Owen Anderson, Mountain Region Coordinator, NCWRC, Waynesville
Mr. R. G. Watson, P.E., Division Engineer, NCDOT, Sylva
Mr. E. A. Green, P.E., District Engineer, NCDOT, Horse Shoe
....
Fourteenth Division Office. Post Office Dra%,,er 37, SV111- orth otina 7 9
Telephone' S'--5SO-2141 ???tiw.doh.dot.state.nc.us Fax: S28-586-40t
Stream Reference Reach Data
Project Name: Dolly Masters Road (SR 1104) Date: 05/13/02
Stream Name: Unnamed tributary to East Fork French Broad River
Basin Name: French Broad Drainage Area: 93 acres
Location: Between US 178 and US 276 on SR 1107 south of Brevard and east of Rosman
Collection Date: 06/12/02
Data collected by: Kenneth McDowell, Larry Haskett, Jason Tilley, Mark Davis, Greg Shuler, Paul White
Summary of Stream Impairment and Restoration Goals:
Three cross sections were taken on the 130 foot section proposed to be relocated where channel
forming indicators could be found. A longitudinal profile of the thalweg and water surface was taken
on the affected section. The existing stream is a long riffle section with a few small drops where small
boulders occupy the stream bed.
The Manning Equation and flood frequency analyses agree with the Mountain Regional Curve for flows.
Rock weirs will be utilized for stability and vegetation will be established.
I EXISTING PROPOSED
Bankfull WIDTH (Wbkf): 11.0 6.5 7.4 9.0
Mean DEPTH (Dbkf): 0.53 0.49 0.75 0.65
Bankfull X-sectional AREA (Abkf): 5.80 3.19 5.52 5.8
Maximum DEPTH (dmbkf): 1.07 0.81 1.16 1.2
WIDTH of Flood-Prone Area (WfPa): 14.2 8.2 14.2 14.0
Entrenchment Ratio (ER): 1.29 1.26 1.92 1.6
Width / Depth RATIO (Wbkf/dbkf): 20.9 13.3 9.9 13.8
Channel SINUOSITY (K): 1.0 1.0 1.0 1.0
Thalweg slope: 0.0493 0.0493
STREAM TYPE: B B B B
LOCATION MAP
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Date: 7/9/2002 Caption: SR 1104 Dolly Masters Road
Scale: 1 inch equals 1000 feet Transylvania County
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NOTE: MAP INCLUDES ONLY STATE MAINTAINED ROADS
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOWN ON FRONTAGE ROADS.
ROADS SHOWN AS OF OCT. 1. 1999.
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Michael F. Easley, Governor
William G. Ross Jr., Secretary -
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Apri 13, 2002
Transylvania County
DWQ Project No. 020232
SR 1104 (Dolly Masters 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
Horseshoe, NC 28742
Dear Mr. Green:
You have our approval, in accordance with the attached conditions and those listed below, to impact
150 linear feet of unnamed tributaries to Jane Cantrell Creek and East Fork French Broad River
(including 130 linear feet of stream relocation), in order to upgrade SR 1104 (Dolly Masters Road) in
Transylvania County. The project should be constructed in accordance with your application dated
February 8, 2002 (received February 14, 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 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. Stream Relocation
a. NCDOT shall provide plans for the 130-foot stream relocation of the project, with a list of
native vegetation to be planted, prior to construction.
b. The stream relocation shall include 50-foot buffers and use natural channel design.
NCDWQ personnel recommend a B-type stream with step pools. The natural channel
design specifications shall be calculated from field measurements of an unimpacted section
of stream (reference reach). The plans must include reference reach data including a 'sketch
map, the range of values (pattern data), and all calculations (including the determination of
bankfull). The channel design should include a floodplain terrace at stream bankfull.
c. The stream relocation must be constructed in a dry work area, and stabilized before stream
flows are diverted. Channel relocations shall be completed and stabilized prior to diverting
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/ncwetiands/
A
water into the new channel. Whenever possible, channel relocations must be allowed to
stabilize for an entire growing season. Vegetation used for bank stabilization shall be
limited to native woody species, and should include establishment of a 30-foot wide
wooded and an adjacent 20-foot wide vegetated buffer on both sides of the relocated
channel. A transitional phase incorporating coir fiber and seedling establishment is
allowable. Rip-rap may be allowed if it is necessary to maintain the physical integrity of
the stream, but the applicant must provide written justification and the calculations used to
determine the extent of rip-rap coverage requested.
d. If this Office determines that the stream relocation or associated riparian area has become
unstable, the stream shall be repaired or stabilized using only natural channel design
techniques if possible. Additionally, the vegetation in the riparian shall be maintained
and/or replaced according to the approved plans. Rip-rap and other hard structures may
only be used if required by the Division of Land Resources or a Delegated Local Program.
Lastly, all repair designs must be submitted to and receive written approval from this
Office before the repair work is performed.
2. NCDOT shall use Best Management Practices for the Protection of Surface Waters (NCDOT
March 1997) and 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 shall
be planted on all bare soil within 10 days of ground-disturbing activities to provide long term
erosion control.
3. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the
trout spawning season of October IS through April IS, or other conditions as determined by the
North Carolina Wildlife Resources Commission, to protect the egg and fry stages of trout from
sedimentation during construction.
4. Stormwater shall be directed to buffer areas or retention basins and not routed directly to streams.
5. 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 any of the existing culverts are perched, they shall be removed and
reinstalled correctly.
6. All work shall be performed during low flow conditions.
7. 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.
8. 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.
9. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow.
10. 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.
11. 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 919.733.5715
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
1? .

Michael F. Easley
GOVERNOR
FILE
02®232
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
February 8, 2002
Mr. John Hendricks
U. S. Army Corps of Engineers
151 Patton Avenue
Room 143
Asheville, NC 28801
Lyndo Tippett
Secretary
4Q1 SUED
FER 1 4
SUBJECT: Proposed Secondary Road Construction
SR 1104, Dolly Masters 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 1104, Dolly Masters Road, in Transylvania County. SR 1104 is a gravel
road that we propose to clear, grub, grade, replace/extend pipes, and pave for a distance of 1.04
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
UT to East Fork French Broad River 1+00-11+20 Lt.
UT to East Fork French Broad River 19+50 - 23+50 Lt.
UT to East Fork French Broad River 35+50 - 37+00 Lt.

Division 14, District 1
Phone: [phone] Haywood Road, Horse Shoe, NC 28742 Fax: [phone]
John Hendricks
Page 2
February 8, 2002
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
3+20 - 4+50, we are requesting permission to relocate the channel of UT to East Fork French
Broad River alongside said survey stations. The proposed relocationwould shift the stream
approximately 4 - 20 feet right of the existing channel. (pg. 3 - 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 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].
Sincer yo
,
E. A. Green, , P.
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
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Maptech ® is a registered trademark of Maptech, Inc.
2/7/02,4:03 PN
Office Use Only: 020232 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.
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: egreen(cDdot.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: Dolly Master Rd (SR 1104)
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: Rosman
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Begin at the intersection of SR
1107 and SR 1104 then continue in a southerly direction for a total distance of 5,495 feet to
the end of project at the dead end
5. Site coordinates, if available (UTM or Lat/Long): 35N 06' 35"/ 82W 44' 33"
(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): 5,495' * 50' = 6.31 acres
8. Nearest body of water (stream/river/sound/ocean/lake): East Fork 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/mgps/.)
Page 6 of 12
10. Describe the purpose of the proposed work: Upgrade SR 1104 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 1104
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 Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma linear feet Before Impact specify)
1 Channel Change 130' UT to East Fork French 3' Perennial
Broad Rv
2 CMP extension 10' UT to East ForkFrench 1' Perennial
Broad Rv
3 CMP extension 10' UT to Glady Fork 1' 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, ditch ing/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.usQs.,gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tor)ozone.com,
www.mapyuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 150'
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 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.
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 9 of 12
1
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm,gide.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.nc.us/yrm/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
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
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
Gone 1 exienas out .3U Ieet perpenmCUlar from near oank oI ctlannel; Lone Z extends an
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.
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.
See erosion control plans
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).
-9-e2_
Applicant/Agent'd 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 SR 1104 (DOLLY MASTERS ROAD )
LOCATION
BEGIN
FOR A
AT THE INTERSECTION OF SR1107
TOTAL DISTANCE OF 5,495 FEET
AND SR1104 THEN CONTINUE IN A SOUTHERLY DIRECTION
TO THE ENO OF PROJECT AT THE DEAD END
WORK TYPE GRADE. DRAIN, ABC, PAVE, EROSION CONTROL, AND FENCE RESET
WORK ORDER 6.002090 (TEMP) PRIORITY "31 SUBDIVISION/RESIDENTIAL
COUNTY TRANSYLVANIA RIGHT OF WAY 50'
DATE 31 MAY 2001 SCALE 1"= 100'
NOTES
RHD

ABC
Ward D.Johnson
5043 Westminster Terrace
O Son Diego. CA 92116
8581-25-0539
Lois Bagwell (Trustee)
O 502E French Broad Street
Brevord,NC 28712
8581-05-6797
Robert H. Biggerstoff
Jane Biggerstaff
O 3495 Old Ferry Road
John's Island, SC 29455
8581-15-1406
Margaret K.Thewes
O RR I Box 224B
Brevard, NC 28712
8581-14-1615
Harry H. Holden
Debra W. Holden
O 28 Hampton Rood
Brevard. NC 28712
8581-05-5378
Champion Cottle and Tree Farms
O P.O. Box 7587
Asheville. NC 28802
8571-65-9852
Rachel L. Masters Delk
Joe Delk
7O 311 Whitmire Street
Brevord,NC 28712
8571-92-5141
Kay Delk Owen
Leonard Wayne Owen
O Rt 1 Box 223
Brevord.NC 28712
8571-92-3342
Ned Edward Brittoin
c/o V.C. Morgan
09 RR 1 Box 222A
Brevard. NC 28712
8571-82-1141
Elizabeth G. Goldsmith
John Goldsmith
10 P.O. Box 594
Craig. CO 81626
8571-81-5317
UNABLE TO DETERMINE ONE PARCEL
Margaret K.Thewes
4
8581-04-6741
R 8+50 /
11 w
Margaret K. Thewes
O RR I Box 2246
4 Brevard, NC 28 a G
8581-14-16
R 6+50 W I N 6+50
R ?a

4t 0
Cf/?iNNEL GHLW?-? Q
1? sTf? ?f f 5 a ?

J Robert H. Biggerstaff

Jane Biggerstaff -
O3 3495 Old Ferry Road
John's Island, SC 29455
8581-15-1406
EE?r?/ GHstNNEL G//gNGE" Goo '?
Srsl 54 Z-0 ,
18" CMP
T-
-5,111,0=7- TO 7//C- -A,-4-<7-
Lois Bagwell (Trustee)
502E French Broad Street
2
Brevard, NC 28712
1 ?' crn
8581-05-6797
o
6 o
r d
I 15t&-/N /,gut-/f_-/L SUNG ( 1+UU
Ward D. Johnson
O 5043 Westminster Terrace
1
Son Diego, CA 92116
8581-25-0539 0+00
BEGIN PROJECT SR 1107
15' STREAM
W BRIDGE
)+00
SR 1107
Harry H. Holden
Debra W. Holden
28 Hampton Road
Brevard, NC 28712
8581-05-5378
BEGIN PROJECT
. n SITE ?#?
? p rxl 5
LLA55 Z
R\S?A P R
. w
Lis
b r?
UNABLE TO DETERMINE
R
w
00
/r5 WC-41I
24"
R
w
R
w
Champion Cattle and Tree Farms
P.O. Box 7587
Asheville. NC 28802
8571-65-9852

R R
W W
18"
6p
1 .
R 11+50 R
EN.z> 6 u? F? ?vn/E (?
Margaret K.Thewes
4
8581-04-6741
R 11+
w
Harry H. Holden
5O Debra W. Holden
8581-05-5378
IT-
e1010 00I???G1
C4'?
30'.
R
W
00
W
W I W
P
cr
UNABLE TO DETERMINE
18"

^J'
?i
I
?l
v L'
R R
W W
18, CA
W W
c
20 00
Champion Cattle and Tree Farms
8571-65-9852
401001
Kay Delk Owen
SO Leonard Wayne Owen
8571-92-3342
R
U

G 1 G
FN1? SUFFF2 eoNE
s71-? 3 ?to©
9
w
-fm TrJ
,1A55 Z
te?P R-? P .
EE I AI
a
5 vFFEz o
3 ?t5o c e Masters e
571 y U
Joe Delk
7O 311 Whitmire Street
Brevard, NC 28712
8571-92-5141
R
w
RR
W
\V Si?E #3 I s.n?,:.<<
!8" CMP
Rachel L. Masters Delk
7D Joe Delk
8571-92-5141
Q
0
R
W
R
W
E'L 30+50 30+5 R
UNABLE TO DETERMINE O Champion Cattle and Tree Farms
30 00 8571-65-9852

50100
R Ned Edward Brittain
w
c/o V.C. Morgan
O RR 1 Box 222A
Brevard, NC 28712
8571-82-1141
W I {r
R
Rachel L. Masters Delk
O Joe Delk
8571-92-5141
R
Kay Delk Owen
Leonard Wayne Owen
O Rt 1 Box 223
Brevard, NC 28712
8571-92-3342
0
N
18"
Rachel L. Masters Delk
O Joe Delk
8571-92-5141
2+50
R I R
W/ w
40100
S ?
END OF PROJECT DEAD END
Elizabeth G. Goldsmith
John Goldsmith
10 P.O. Box 594
Craig. CO 81626
8571-81-5317
R
+95 54+95 DEAD END
18" CMP
w w
2+50
Rachel L. Masters Del w
O7 Joe Delk
8571-92-5141
END OF PROJECT
Q
= Ned Edward Brittain
O9 c/o V.C. Morgan
8571-82-1141
18"
0
PIPE SCHEDULE
PROJECT SR 1104 COUNTY TRANSYLVANIA PAGE 1 OF 1
DOLLY MASTERS ROAD
STATION EXISTING PROPOSED REMARKS
DIAMETER LENGTH SKEW DIAMETER LENGTH SKEW

0+50 to 0+90 18' BRIDGE 15' STREAM

5+50 18 30 60 CMP
12+50 18 40 60 CMP
19+50 24 50 90 24 60 90 CMP 1' STREAM
22+60 18 40 90 CMP
24+00 18 40 60 CMP
35+50 18 40 90 18 50 90 CMP 1' STREAM
44+50 18 40 60 CMP
51+10 18 30 90 CMP
54+00 18 ,
30 60 CMP

POLE DATA
PROJECT SR1104 DOLLY MASTERS ROAD COUNTY TRANSYLVANIA

OWNER HAYWOOD ELECTRIC SHEET 1 OF
POLE
STATION NUMBER EXISTING
LT. RT.
4+40 R604 22
13+80 12160 19
18+00 12161 29
22+00 12162 22
DISTANCE FROM CENTERLINE
PROJECT AFTER
MOVING
LT. RT. LT. RT.
22 POWER PC
19 POWER PC
REMARKS
2
LE W/ 3 GUYS
LE W/ 2 GUYS
29 POWER POLE W/ 2 GUYS
18 POWER POLE W/ 2 GUYS

POLE DATA
PROJECT SR1104 DOLLY MASTERS ROAD COUNTY TRANSYLVANIA
OWNER CITIZENS TELEPHONE SHEET 2 OF 2
POLE
STATION NUMBER EXISTING
LT. RT.
1+00 N/A 20
2+10 12157 16
DISTANCE FROM CENTERLINE
PROJECT AFTER
MOVING
LT. RT. LT. RT.
20 PHONE P
16 PHONE PE
REMARKS
OLE
D
J?z
?? ? p, ' - It 7a oo•
I Im \ e( ...?^
cl-
LOOKING CLASS
f/LLS \? °a^7^
(275
co•• `?? 1 I 1'OA ?•-{?. NIGR PEAK
0,.. 71 r. e..rew.r 1T L q \ j. lj) r
ELEv. 3.Fi: jO r- a I
\, \ m \ Cn.
LGaR .ROCK MTN, 6? $'.\?R
exe/ARD \ \ 7
Q? 7a/.SX3 \ \ 5J3
1 ym 1561 or v oo•
•?;? .1 FRENCH- tom.
p ?
\ - s3sJ \
7 F Z I y?5 Z •i ciao ?'?
1532
64
c ' 1 CASCADEm IA3 1 Z
LAXE j
- o
1=215 x591 ?I
533 f l f l ` 10 159•% 1593 11
Cw.Vr..
..275 '5m 1537 \ .21215 QC ` ?.
ttYINE57EE` /-•/ / \ ir10W
fklS \ ,
y?
11? no7 ! 1!g.Y •\?. \
3l T- ?CC•eo5 Creek
... 1107 ` N . 1 • l
1109 T cm y
1105 LfrTLE 1106 r ?' t.ee. Nele,rdn 1578
/ r \I 1191 •7 f ,21217 ` .•
.3 i \
' 1559
)•. STANOING STONE
11? 15? c MTN.
1107 l n? o/'•fT
t ?
1107 '•? \ r.....$76 _ .?
?, 1107 ; ,"•aJ,OY<;: }?
??•` •\ acs ' ,r p9 ??P ; §I /P v ``
fh % Q
' \ e? r bl G
PROPOSED
IMPROVEMENT
FOR PAVING
,4- ?C 6.
SR. 11o4l
FHITE OAa AITR.
SASSAFRAS LAIN,
ELEV. 3.5+8 4 J?
P
/-3
H
` TRAN'SYLVANlA Ckra""'UNTY
STATE OF NORTH CAROLINA SUBJECT DOLLY Ilil,<1STES PROJECT -5E- 1109
I)EP`ARTMENT OF TRANSPORTATION
?Q?? j7 GfJAM.?1Et C1//aNGF... TFf?N5%G vAn/i?a_
DIVISION OF HIGHWAYS OCOUNTY
HIGHWAY BUILDING PREPARED BY -SLG DATE ZIr16z STATION Llf-o
P. O. BOX 25201
RALEIGH. NORTH CAROLINA 27611 CHECKED BY DATE STR NO SHEET dF
D-01
,
DETAILS AND
SPECIFICATIONS
:, r nfiinn ,vm nl

668. 0Z ;
Pipe Cutlet Dissirpatcr ............... 000
............ 000

50.03
-
Temporary Siff Ditch
o0 00

? X0.07

..................
Temporary Diversion

............ i
:)
J
IGos.o? Temporary Silt Fence ,..
--------
/C 22.0/ Temporary Slope Drain with Earth Berm

.........
. E- !

? --------
63o.oi
J Silt Basin Type A ...................... . _° -----
?o oz Silt Basin Type B .. ---
/633.0 Temporary Rocl•: Silt Check Ty p;, A Y
T ernporary Rock Si!t Check Typ - B ------____--
/' Temporary Rock Sediment Dam Type-" :
Temporary Roc!: Sedimen` Dam .
Type -B ___--
/!, Rock. Pipe -Inlet Protection
<..
01 Rock Silt Screen ........................ :................
_--4 ?'-----
oG Stilling Basin .. _____ .
Rod,' Inlet Protection:

G 2.o/ '

Type A
................ . vhz rn

A s

O R -
1
'

1632. oz
Type ? B ............................... v
B .
OR
B? -----

/( 3Z . 03 Type C . .............................. C IF? : on
868.0¢ Pip Ps.p Class T.. ............ . 00 00 0

863.03
Ditch tiner Class "A" ............. 00000.
x x x "

Note: Tyre B Silt easins vii ll F,-, used in ccnjurcticn with b Te,-r.;rzry Prf?c Silt Cr1-K r, -
IYr- L Ulless o0ierwise spxxificd.
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V- STATE OF ?Slts ENGLISH STANDARD DRAINING FOR C\,
NORTH CAROLINA GUIDE FOR RIP RAP AT PIPE OUTLETS ? °
DEPT. OF TRANSPORTATION - co
DIVISION OF HIGH'NAYS cn
RAi-F.Mll. N.C. CO
Co -1
co

TrMPORARY Sux 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 and,'or
other sedimentadon control measures. T_empora:-v silt ditches are approximately 1
ft. deep, 2:1 side slopes with aD optional earth berm.
AREAS OF 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

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STATE OF ENGLISH STANDARD DRAWING FOR ?
NORTH CAROLINA TEMPORARY SILT DITCH. °
DEPT. OF TRANSPORTATION
DIVISION OF HIGH' ?1AYS " co
RALEIGH, N.C. co
ui cD
•. ENIPOItARY SIUI* I' 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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o TEMPORARY SILT FENCE HORTH CAROLIHA
DEPT. OF. TRANSPORTATION
CTI
DIVISION OF HIGHVIAYS
CD RALEIGH, fl-C.
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`A silt'basin type-B is a temporary basin built to collect sediment flowing through a
drainagc 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 Gnat connl or slow
Mown water flow. This device must be monitored closely and cl.nied out on a
regular basis until grass is established along the ditch line and sedim.-ntation is no
longer a problem.
.EAS 0I USE:
In conjunction with temporary rock-'silt checks and owner devices used in
drainage ditches.
D=s1G? C?. 1? ERLk:
C See Silt Basin Sizes Typical.
23 M Irch, 1992

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STATE OF
NORTH CAROLINA
0;:PT. OF 'TRANSPORTATION
DIVISION! OF HIGHWAYS
RALEIGH, N.C.
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0) V ENGLISH STANDARD DRAIING FOR
rn co ^TEMPORARY ROCK. SILT CHECK TYPE `Br
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N J
STATE OF
NORTH CAROLINA
D,'-:PT. OF TRANSPORTATIC
DIVISION OF HIGHWAYS
RALEIGH, II.C.
S 1 1
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STATE OF ENGLISH STANDARD DRAY11113 FOR
NORTH CAROLINA ROCK PIPE INLET SEDIMENT TRAP TYPE 'A'
DEPT. OF TRANSPORTATION
DIVISIO?I OF IIIGHN WS co
RALEIGH, H.C. '1,_

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 45
or r57 stone to produce a ripple-effect in the stream to settle the larlzer sediment
particles transported in the stream from the constpuction 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 CRITEP.Lk:
• Snctural stone - class B stone
• Sediment control stone - ` 5 or r 57 stone
• Dam height - 1.5 ft. r;iinimum and 3 ft. maximuM ( shall not be hiEher t.-,an
1 ft. above no mal flow of stream)
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0,'-:PT. OF TRAtlSPORTATION
o C)IVISI011 OF HIGH1,11AYS
p MLEICM, H.C.
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STATE OF ENGLISH STANDARD DMNING FOR .
f NORTH CAROLINA DRAINAGE DITCHES WITH CLASS 'A' RIP RAP °
DEPT. OF TRANSPORTATION!
DIVISION OF HIGHWAYS
RALEIGH, N.C. T m
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STATE OF -`?- ENGLISH STA NDARD DRAWING FOR

NORTH CAROLINA
DEPT. OF TRANSPORTATION
DRAIN
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WITH CLASS 'B'
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DIVISION OF HIGHNAYS co
RALEIGH, N.C. M 0
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m':)re than 1t1.0"n of the iwz,:l7al can the 111axi.n um slz: spcdfl,d.

PIPE ENSTALLATION
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 with Section 300 of the North CaroLina Department of
Transportation "Standard Specifications for Roads and Structures", iuly, 1995. Pipes r,.ill
be installed in the dry wherever possible.
Pipes laid in streams large enough to support trout will be installed six (o) inches below the
stream bed to allow the bottom of the pipe to silt over so that trout movement V-,ill b:. over
a natural stream bed.

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W ENGLISH STANDARD DRA„It;G FOR STATE OF
CD _" METHOD OF STRUCTURAL PLATE NORTH CAROL Ir;A
J
DEPT. of TRH' r- VIAYS
PIPE & PIPE ARCH INSTALLATION OIV ISI O'I O F HIGH
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1'?AYS
WIJ I`.{ETIIOD 'A' RAL[IGH, H.C.

Typical Section
Showing Proposed Work, A- Erosion Control
Proposed
NO ?radi.?1Q i0 Slope
be done or, creek BL,f rr
side o`'exis: -i, Zone Existing
road?r:,:. ?-- -? Slope
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Grade, Ease, and Pave Proposed
(Cut Sty°_)
Eet? shad be constmcted On SE?OLlder ?Rd ?tq_1l be !ilam ? n'd L•' OLolli
co,LsL--,cdon. The roadway is to be sloped to the cut side v, here possib'.:.
possible: N ater \i ll be released tnu i dOl n slope pipe or stone Led di:chz-- .