20060110 Ver 1_Complete File_20060324

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Michael F. Easley, Governor
William G. Ross .1r., Secretary
North Carolina Department of Environment and Natural Resources
Q • -r Alan W. Klimek, P.E. Director
Division of Watcr Quality
March 20, 2006
Transylvania County
DWQ Project No. 060110
NCSR 1301 (Cold Mountain Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
R ?c?
MAR 2 4 2006
DIM - Mm ai ITY
WETLANDS AND STOR"TER BRANCH
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, to impact 383 linear feet in the
Toxaway River and twenty-eight (28) unnamed tributaries to the Toxaway River (295 linear feet of new pipe, 88 linear
feet of stream relocation and temporary dewatering of streams), in order to make improvements to NCSR 1301 (Cold
Mountain Road) in Transylvania County. The project should be constructed in accordance with your application dated
January 17, 2006 (received January 20, 2006) and revised application dated March 13, 2006 (received March 15, 2006),
including the environmental commitments made in the application letter. After reviewing your application, we have
decided that this fill is covered by General `eater Quality Certification Nos. 3404 and 3366, corresponding to the U.S.
Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition, you must 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 Water Quality Certification will expire with the accompanying
404 Permit issued by the US Army Corps of Engineers.
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 in writing 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 if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 211 .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
NorthCarolina
Naturally
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phonc [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer
116**?
Mr. J. B. Setzer, P.E.
March 20, 2006
Page Two
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable.
If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Quality has released the project.
4. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout-spawning
season of October 15 through April 15 to avoid harming trout, spawning in downstream waters.
5. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of their size to
allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at least 12 inches below
the stream bottom to allow natural stream bottom material to become established in the culvert following installation
and to provide aquatic life passage during periods of low flow. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and
re-installed correctly, unless demonstrated that this is topographically unfeasible.
6. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary or permanent herbaceous cover should be
planted on all bare soil within fifteen (15) days of ground disturbing activities to provide long-term erosion control.
Erosion control mating should be used in conjunction with appropriate seeding on disturbed soils in steep slope and
riparian areas. Matting should be secured in place with staples or wherever possible, live stakes of native trees. Straw
mulch and tall fescue should not be used in riparian areas.
7. The dimension, pattern and profile of the stream, above and below this work, should not be modified by widening or
narrowing the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to
natural geomorphic conditions.
8. Stormwater shall be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for
the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of' existing
vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow.
9. Riparian vegetation should be preserved to the extent possible. Native trees and shrubs (e.g. Rhododendron, dog
hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be restored wherever possible
along the repaired slope and streambank to reestablish the riparian zone and to provide long-term erosion control.
10. Any riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation. Riprap should not be place in stream
channels in such a manner that it impedes aquatic life passage.
11. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream. This equipment should be
inspected and maintained daily to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
12. Excavation in the stream channel should be conducted in the dry, if possible. Sandbags, cofferdams, flexible pipe or
other diversion structures should be used to minimize excavation in flowing water.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
14. If concrete is used during culvert construction (e.g., headwalls), a dry work area should be maintained to prevent
direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should
not be discharged to surface waters due to the potential for fish kills.

Mr. J.B. Setzer, P.E.
March 20, 2006
Page Three
15. Under no circumstances must rock, sand or other materials be dredged from the wetted stream channel under
authorization of this permit, except in the immediate vicinity of the culvert replacement work. In-stream dredging has
catastrophic effects on aquatic life, and disturbance of the natural form of the stream channel will likely cause
downstream erosion problems, possibly affecting other landowners.
16. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the culvert replacement work.
17. All work shall be performed during low flow conditions (below bankfull).
18. 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 Transportation Permitting Unit of the NC Division of Water Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
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 Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
10(o 0
M PTO
STATE of NORTH CAROLINA
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Rep
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
March 13, 2006
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
SECRETARY
Subject: REVISED Coverletter - Nationwide 14 Permit Application
SR 1301, Cold Mountain Road
Transylvania County
State Project # 14C.088064 (DWQ Major Permit Fee $200.00)
Dear Mr. Lund:
Please find below a revised impact chart. Site A-1 is a new site. All other wording and impacts
in this letter are the same as the original cover letter dated January 17, 2006.
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave SR 1301, Cold Mountain Road, in Transylvania County. This proposal entails
widening and paving the existing gravel road to a standard 18-foot roadway. The work is
necessary to improve safety and reduce maintenance costs. Funds have been allocated for this
project and NCDOT would like to perform this work during the 2006-paving season. Cold
Mountain Road is a secondary gravel road, which conveys mostly local traffic.
I am enclosing a PCN, a straight-line diagram with the proposed erosion control and construction
limits along this project. In addition, I am sending a typical section of the road, drawings for
pipe culvert replacements, a marked county and USGS quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There is a 1951 record for the bog turtle (Glyptemys nuthlenbergii) in close
proximity to Cold Mountain Road. However, there are no recent records documented from the
vicinity of the road. Although the project will impact several small streams, no jurisdictional
wetlands were documented within the project footprint. The project will not adversely impact
2
the bog turtle. Additionally, there are no records of aquatic threatened and endangered species
for the Toxaway River above the Toxaway Dam. The Toxaway River and the unnamed
tributaries to be impacted are small (1-5 feet wide) and do not have sufficient flow to support
mussels. The impacts from the culvert replacements and channel relocations will be relatively
small. For these reasons, there will be "no effect" on threatened or endangered species.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology detennines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all sedimentation control measures during
installation to ensure sedimentation is being effectively controlled. If the planned devices are not
functioning as intended, they will be replaced immediately with better devices. The
sedimentation control devices will be in place prior to pipe culvert removal and will remain in
place until the new pipe is in place.
Impacts to Waters of the United States
The Toxaway River has perennial flow. The unnamed tributaries consist of both intermittent and
perennial streams. The channels are well defined and are composed of sand and gravel. The
channels lack vegetation. For these reasons, we believe that the streams within this project are
under the jurisdiction of the U.S. Army Corps of Engineers. In order to construct the project, it
will be necessary to impact waters of the United States in the Savannah River Basin.
Specifically, NCDOT is requesting to replace/extend 27 metal culverts, install one new culvert
and relocate two stream reaches in the Toxaway River and unnamed tributaries to the Toxaway
River (DWQ Class: B, Tr). Listed below is a summary of the proposed impacts. Classifications
were determined by a site visit with Angie Pennock of the U.S. Army Corp of Engineers.
Site No. Existing Proposed Net Impacts
Station Condition Condition
Site A-1 45'x 18" CMP 50'x 18" CMP 5' Intermittent
14+24
Site 1 40'x 18" CMP 50' x 18" CMP 10' Perennial
24+30
Site IA Roadside Roadside Stream 45' Perennial
24+75 Stream Relocation
Site 2 50' x 24" CMP 50' x 24" CMP 0' Perennial
28+45
Site 3 30'x 36" CMP 40' x 36" CMP 10' Perennial
36+85
Site 4 30' x 24" CMP 40' x 30" CMP 10' Perennial
39+70
Site 5 30' x 18" CMP 40" x 24" CMP 10' Perennial
42+08
Site 6 30'x 36" CMP 40' x 36" CMP 10' Perennial
45+70
Site 7 No Pipe Found 50' x 24" CMP 50' Perennial
48+90 w/headwalls
Site 8 40' x 24" CMP 40' x 24" CMP 0' Perennial
52+70 w/h eadwall
Site 9 25' x 42" CMP 40' x 42" CMP 15' Perennial
75+50
Site 10 40' x 42" CMP 50' x 42" CMP 10' Perennial
78+60
Site 11 30' x 18" CMP 40' x 24" CMP 10' Intermittent
90+90
Site 12 35' x 24" CMP 40' x 24" CMP 5' Perennial
96+00
Site 13 45' x 24" CMP 50' x 24" CMP 5' Perennial
96+80
Site 14 40' x 48" CMP 50' x 48" CMP 10' Perennial
103+45
Site 15 40' x 18" CMP 55' x 18" CMP 15' Perennial
104+20
Site 16 40' x 18" CMP 50' x 18" CMP 10' Perennial
105+30
Site 17 50' x 24" CMP 50' x 24" CMP 0' Perennial
115+11
Site 18 40' x 24" CMP 50' x 24" CMP 10' Perennial
118+25
Site 19 50' x 36" CMP 70' x 36" CMP 20' Perennial
128+35
Site 20 30' x 18" CMP 40' x 18" CMP 10' Intermittent
132+50 Unimportant
Site 21 30' x 18" CMP 40' x 18" CMP 10' Intermittent
136+20 Unimportant
Site 22 30' x 18" CMP 40' x 18" CMP 10' Intermittent
138+75 Unimportant
Site 23 30' x 18" CMP 40' x 18" CMP 10' Perennial
140+40
Site 24 30' x 18" CMP 40' x 24" CMP 10' Perennial
143+50
Site 25 35' x 18" CMP 40' x 24" CMP 5' Perennial
144+77
Site 26 30' x 72" CMP 35' x 72" CMP 5' Perennial
151+50
Site 27 30' x 18" CMP 40' x 24" CMP 10' Perennial
153+45
Site27A Roadside Roadside Stream 43' Perennial
154+00 Stream Rel ocatio n
Site 28 30' x 18" CMP 40' x 24" CMP 10' Perennial
158+96
Total Impact 3381.f. Perennial
15 l.f. Intermittent
301.f. Int. Unimportant
Permits Requested
4
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me
concerning this permit request.
If you have any questions or need additional information, please contact Lori Jones or me at
[phone].
Sincerely,
??ga 'Ve.-
Mark Gibbs, P.E.
District Engineer
Enclosures
cc: Mr. John Hennessy, DWQ, DENR, Raleigh ( 7 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, Highway Coordinator, DWQ (Courtesy Copy)
Mr. Steve Cannon, P.E. Henderson County Maintenance Engineer, NCDOT
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
File
Site # A-1 Sta. 14+24 Coordinates 35.15111 N / 82.96028 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 --------------- ------ -------------------- -t-
7
Invert Elev. Replace Existing Inlet Invert Elev.
980.7 Perched 45', 18" CMP 984.0
with 50', 18" CMP
ruegs Approximately 20' from shoulder of existing road
1 986.8
2 971.9
See plans for erosion control
* Drawing not to scale

Transylvania County
SR 1301 - Cold Mountain Road
Site A-1 - Sta 14+24
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
January 17, 2006
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
SECRETARY
r
Subject: Nationwide 14 Permit Application
SR 1301, Cold Mountain Road
Transylvania County
State Project # 14C.088064 (DWQ Major Permit Fee $?99 9?)
', 1? 7s
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave SR 1301, Cold Mountain Road, in Transylvania County. This proposal entails
widening and paving the existing gravel road to a standard 18-foot roadway. The work is
necessary to improve safety and reduce maintenance costs. Funds have been allocated for this
project and NCDOT would like to perform this work during the 2006-paving season. Cold
Mountain Road is a secondary gravel road, which conveys mostly local traffic.
I am enclosing a PCN, a straight-line diagram with the proposed erosion control and construction
limits along this project. In addition, I am sending a typical section of the road, drawings for
pipe culvert replacements, a marked county and USGS quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There is a 1951 record for the bog turtle (Glyptemys muhlenbergii) in close
proximity to Cold Mountain Road. However, there are no recent records documented from the
vicinity of the road. Although the project will impact several small streams, no jurisdictional
wetlands were documented within the project footprint. The project will not adversely impact
the bog turtle. Additionally, there are no records of aquatic threatened and endangered species
for the Toxaway River above the Toxaway Dam. The Toxaway River and the unnamed
tributaries to be impacted are small (1-5 feet wide) and do not have sufficient flow to support

2
tributaries to be impacted are small (1-5 feet wide) and do not have sufficient flow to support
mussels. The impacts from the culvert replacements and channel relocations will be relatively
small. For these reasons, there will be "no effect" on threatened or endangered species.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all sedimentation control measures during
installation to ensure sedimentation is being effectively controlled. If the planned devices are not
functioning as intended, they will be replaced immediately with better devices. The
sedimentation control devices will be in place prior to pipe culvert removal and will remain in
place until the new pipe is in place.
Impacts to Waters of the United States
The Toxaway River has perennial flow. The unnamed tributaries consist of both intermittent and
perennial streams. The channels are well defined and are composed of sand and gravel. The
channels lack vegetation. For these reasons, we believe that the streams within this project are
under the jurisdiction of the U.S. Army Corps of Engineers. In order to construct the project, it
will be necessary to impact waters of the United States in the Savannah River Basin.
Specifically, NCDOT is requesting to replace/extend 27 metal culverts, install one new culvert
and relocate two stream reaches in the Toxaway River and unnamed tributaries to the Toxaway
River (DWQ Class: B, Tr). Listed below is a summary of the proposed impacts. Classifications
were determined by a site visit with Angie Pennock of the U.S. Army Corp of Engineers.
Site No. Existing Proposed Net Impacts
Station Condition Condition
Site 1 40'x 18" CMP 50'x 18" CMP 10' Perennial
24+30
Site IA Roadside Roadside Stream 45' Perennial
24+75 Stream Relocation
Site 2 50' x 24" CMP 50' x 24" CMP 0' Perennial
28+45
Site 3 30'x 36" CMP 40'x 36" CMP 10' Perennial
36+85
Site 4 30' x 24" CMP 40' x 30" CMP 10' Perennial
39+70
Site 5 30'x 18" CMP 40" x 24" CMP 10' Perennial
42+08
Site 6 30'x 36" CMP 40' x 36" CMP 10' Perennial
45+70
Site 7 No Pipe Found 50' x 24" CMP 50' Perennial
48+90 w/headwalls
Site 8 40' x 24" CMP 40' x 24" CMP 0' Perennial
52+70 w/headwall
Site 9 25'x 42" CMP 40'x 42" CMP 15' Perennial
3
75+50
Site 10 40' x 42" CMP 50' x 42" CMP 10' Perennial
78+60
Site 11 30' x 18" CMP 40' x 24" CMP 10' Intermittent
90+90
Site 12 35' x 24" CMP 40' x 24" CMP 5' Perennial
96+00
Site 13 45' x 24" CMP 50' x 24" CMP 5' Perennial
96+80
Site 14 40' x 48" CMP 50' x 48" CMP 10' Perennial
103+45
Site 15 40' x 18" CMP 55' x 18" CMP 15' Perennial
104+20
Site 16 40' x 18" CMP 50' x 18" CMP 10' Perennial
105+30
Site 17 50' x 24" CMP 50' x 24" CMP 0' Perennial
115+11
Site 18 40' x 24" CMP 50' x 24" CMP 10' Perennial
118+25
Site 19 50' x 36" CMP 70' x 36" CMP 20' Perennial
128+35
Site 20 30' x 18" CMP 40' x 18" CMP 10' Intermittent
132+50 Unimportant
Site 21 30' x 18" CMP 40' x 18" CMP 10' Intermittent
136+20 Unimportant
Site 22 30' x 18" CMP 40' x 18" CMP 10' Intermittent
138+75 Unimportant
Site 23 30' x 18" CMP 40' x 18" CMP 10' Perennial
140+40
Site 24 30' x 18" CMP 40' x 24" CMP 10' Perennial
143+50
Site 25 35' x 18" CMP 40' x 24" CMP 5' Perennial
144+77
Site 26 30' x 72" CMP 35' x 72" CMP 5' Perennial
151+50
Site 27 30' x 18" CMP 40' x 24" CMP 10' Perennial
153+45
Site27A Roadside Roadside Stream 43' Perennial
154+00 Stream Relocation
Site 28 30' x 18" CMP 40' x 24" CMP 10' Perennial
158+96
Total Impact 338 l.f. Perennial
10 l.f. Intermittent
301.f. Int. Unimportant
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
4
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am asking Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me
concerning this permit request.
If you have any questions or need additional information, please contact Lori Jones or me at
[phone].
Sincerely, "??l V(. NO .4 F?r
Mark Gibbs, P.E.
District Engineer
Enclosures
cc: Mr. John Hennessy, DWQ, DENR, Raleigh ( 7 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, Highway Coordinator, DWQ (Courtesy Copy)
Mr. Steve Cannon, P.E. Henderson County Maintenance Engineer, NCDOT
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
File
,
X01 W A T FRQ
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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
SR 1301- Cold Mountain Rd.
Transylvania County
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NCDOT Division 14
Office Use Only: Form Vcrsion May 2002
2 0 0 60 1 10
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here:
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), 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: 828-891-7911 Fax Number: 828-891-5026
E-mail Address:
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: Mark T. Gibbs P.E.
Company Affiliation: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd.
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: myibbsOdot.state. nc.us
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1301, Cold Mountain Rd.
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.088064
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Transylvania Nearest Town: Lake Toxaway
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Rosman, Take US 64
West Turn left on NC 281 N Go 0.9 mi. and turn left on SR 1301, Cold Mountain Rd.
Project starts at end of pavement.
5. Site coordinates, if available (UTM or Lat/Long): See Attached Sheet
(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. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Toxaway River (DWQ Class:B, Tr)
8. River Basin: Savannah
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.11c.LIS/admin/neaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
existing deteriorating pipes will be excavated and replaced. Crosspipes will be
replaced/extended to accommodate standard shoulder widths for safety. A backhoe,
trackhoe loader, dump truck and standard hand tools will be used to complete this work.
11. Explain the purpose of the proposed work: To widen, grade drain and pave an existing
substandard road to meet current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: In order to construct the proiect
in accordance with our current secondary road standards it will be necessary to impact
waters of the United States in the Savannah River Basin Specifically, NCDOT is requesting
Page 3 of 9
to extend/replace 27 culverts install one new culvert and relocate two reaches of roadside
stream in the Toxaway River and its unnamed tributaries (DWO Class: B. TO. Impacts are
listed in the table below.
2. Individually list wetland impacts below:
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

. c .? . ,.?.,, eA ,.1.. .-,Ai RII
List each impact separately and identity temporary impacts. impacts include, uut Uue udL 1111LILCU w. u,CC..- .............5, b... . b,
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
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci
Site #1 Culvert 10 UT to Toxaway River 1' Perennial
Site #1-A Roadside Stream
Relocation 45 UT to Toxaway River I' Perennial
Site #2 Culvert 0 UT to Toxaway River 2' Perennial
Site #3 Culvert 10 UT to Toxaway River 2' Perennial
Site #4 Culvert 10 UT to Toxaway River I' Perennial
Site 45 Culvert 10 UT to Toxaway River 2' Perennial
Site #6 Culvert 10 UT to Toxaway River I' Perennial
Site 47 Culvert 50 UT to Toxaway River 2' Perennial
Site #8 Culvert 0 UT to Toxaway River 5' Perennial
Site #9 Culvert 15 UT to Toxaway River 2' Perennial
Site #10 Culvert 10 UT to Toxaway River 5' Perennial
Site 911 Culvert 10 UT to Toxaway River 2' Intermittent
Site #12 Culvert 5 UT to Toxaway River I' Perennial
Page 4 of 9
Site 413 Culvert 5 UT to Toxaway River 2' Perennial
Site #14 Culvert 10 UT to Toxaway River 4' Perennial
site 415 Culvert 15 UT to Toxaway River 2' Perennial
Site 916 Culvert 10 UT to Toxaway River 2' Perennial
Site 417 Culvert 0 UT to Toxaway River 2' Perannial
Site #18 Culvert 10 UT to Toxaway River 2' Perannial
Site #19 Culvert 20 UT to Toxaway River 3' Perennial

Site #20
Culvert
10
UT to Toxaway River
< 1' Intermittent
Unimportant

Site 421
Culvert
10
UT to Toxaway River '
< 1 Intermittent
Unimportant

Site #22
Culvert
10
UT to Toxaway River
< 1' Intermittent
Unimportant
Site #23 Culvert 10 UT to Toxaway River 1' Perennial
Site #24 Culvert 10 UT to Toxaway River 1' Perennial
Site 425 Culvert 5 UT to Toxaway River 1' Perennial
Site 426 Culvert 5 Toxaway River 4' Perennial
Site #27 Culvert 10 UT to Toxaway River 1' Perennial
Site #27-A Roadside Stream
Relocation 43 UT to Toxaway River 1' Perennial
Site #28 Culvert 10 UT to Toxaway River
?__. 1'
. 1:....:..-a .,.. ..,. L,. Perennial
..fc -1 o-;,tPA rin-rnn.
..? -- -•r -r•
* List each impact separately and identity temporary impacts. impacts mctuue, out are not „«,1%%.u LU.
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
W.us,s.t;ov. Several intemct sites also allow direct download and printing of USGS maps (e.g., ????« tonozone.cont,
?c????.manque?t.cont, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Perennial:33811,
Intermittent: 1011, Intermittent Unimportant: 301.f.
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of
(if applicable) Waterbody Type of Waterbody
(lake, pond, estuary' sound,
bay, ocean, etc.
N/A

_?..,7 ,- L... ,.? I:. .,:f?.l ?.,• fill rvrov?tinn dredein8.
* List each impact separately and identuy temporary Impacts. uupucu uiuuu?, vu. w. .. . ...
flooding, drainage, bulkheads, etc.
Page 5 of 9
5. 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.
Water will be diverted during the installation of the pipe to minimize sedimentation. The
pipe will be placed below the stream bottom to minimize fragmentation of aquatic habitat. Arch
pine was used on Site #5 to eliminate two smaller pipes
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 NCEEP concurrence shall be placed on hold as incomplete.
Page 6 of 9
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream `York in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetiands/stnii?zide.litmi.
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 Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http:/ yy A1?w.nceep.net. If use of the NCEEP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet): 338
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
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 ?
Page 7 of 9
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
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 N/A )?
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
I 3
2 1.5
Total
' Lone 1 extends out 30 teet perpendicular trom near bank oFchannel; "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
X. Stormwater (required by DWQ)
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.
N/A
XI. Sewage Disposal (required by DWQ)
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 8 of 9
N/A
XII. Violations (required by DWQ)
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
XIII. 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).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of9
SR 1301, Cold Mtn. Rd.
Transylvania County
Site Number Station N E
Site #1 24+30 35.15333 82.96111
Site #1-A 24+75 35.15333 82.96112
Site #2 28+45 35.15306 82.96278
Site #3 36+85 35.15500 82.96389
Site #4 39+70 35.15556 82.96417
Site #5 42+08 35.15639 82.96472
Site #6 45+70 35.15694 82.96528
Site #7 48+90 35.15722 82.96611
Site #8 52+70 35.15750 82.96694
Site #9 75+50 35.15944 82.97361
Site #10 78+60 35.15944 82.97500
Site #11 90+90 35.15889 82.97639
Site #12 96+00 35.15917 82.97750
Site #13 96+80 35.15944 82.97778
Site #14 103+45 35.16083 82.97861
Site #15 104+20 35.16056 82.97944
Site #16 105+30 35.16056 82.97917
Site #17 115+11 35.15889 82.98167
Site #18 118+25 35.15917 82.98250
Site #19 128+35 35.15833 82.98472
Site #20 132+50 35.15722 82.98528
Site #21 136+20 35.15750 82.98667
Site #22 138+75 35.15778 82.98694
Site #23 140+40 35.15778 82.98750
Site #24 143+50 35.15778 82.98861
Site #25 144+77 35.15750 82.98889
Site #26 151+50 35.15750 82.99139
Site #27 153+45 35.15778 82.99194
Site #27-A 154+00 35.15778 82.99195
Site #28 158+96 35.15889 82.99361
Site # 1A Sta. 24+75 Coordinates 35.15333 N 182.96112 E
SR 1301
Cold Mountain Road
Transylvania County
2:1 side slopes
Existing & Prop. Center Line
1/4" r root 1I4" i fool
Roadside Stream
located in a trapezoidal ditch
with a 1' base
See plans for erosion control * Drawing not to scale
Site # 27A Sta. 154+00 Coordinates 35.15778 N / 82.99195 E
SR 1301
Cold Mountain Road
Transylvania County
2:1 side slopes
Existing & Prop. Center Line
114" 1 foot 114" / fool
Roadside Stream
located in a trapezoidal ditch
with a 1' base
See plans for erosion control " Drawing not to scale
Site # 1 Sta. 24+30 Coordinates 35.15333 N / 82.96111 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
----------
------------ --------- 1
------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
985.6 40',18" CMP 990.6
with 50', 18" CMP ( 2 streams )
Thalwegs Approximately 20' from shoulder of existing road
1 L-992.9/ R-991.8
2 971.4
See plans for erosion control * Drawing not to scale
Site # 2 Sta. 28+45 Coordinates 35.15306 N 182.96278 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
978.5 50', 24" C M P 982.1
with 50', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 982.3
2 972.1
See plans for erosion control * Drawing not to scale
Site # 3 Sta. 36+85 Coordinates 35.15500 N 182.96389 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 1
-------- -------------- ------------ --------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
989.8 30', 36" CMP 991.8
with 40', 36" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 992.0
2 981.5
See plans for erosion control * Drawing not to scale
Site # 4 Sta. 39+70 Coordinates 35.15556 N 182.96417 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
988.3 30', 24" CMP 990.3
with 40', 30" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 993.6
2 986.8
See plans for erosion control * Drawing not to scale
Site # 5 Sta. 42+08 Coordinates 35.15639 N / 82.96472 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
Off
-------------- --------- 1

-
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
995.2 30', 18" CMP 998.0
with 40', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 998.9
2 993.1
See plans for erosion control * Drawing not to scale
Site # 6 Sta. 45+70 Coordinates 35.15694 N / 82.96528 W
SR 1301
Cold Mountain Road
Transylvania County **Note: No overland connection
Existing & Prop. Center Line
2
--------
-------------- --------- 1
------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
988.7 30', 36" CMP 995.0
with 40', 36" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 996.3
2 981.4
See plans for erosion control * Drawing not to scale
Site # 7 Sta. 48+90 Coordinates 35.15722 N 182.96611 W
SR 1301
Cold Mountain Road
Transylvania County **Note: No overland con nection
Existing & Prop. Center Line
2
----------
V
------------ -------------- 1
------- -
(b
Oulet Elev. Replace Existing Subsurface Flow Inlet Elev.
987.2 with 50', 36" CMP to be 986.6
Perched with Headwall and Wingwalls
Thalwegs Approximately 20' from shoulder of existing road
1 988.2
2 982.8
See plans for erosion control * Drawing not to scale
Site # 8 Sta. 52+70 Coordinates 35.15750 N 182.96694 W
SR 1301
Cold Mountain Road
Transylvania County.
Existing & Prop. Center Line
2
----------
------------ -------------- 1

-
------- (b 7
Oulet Invert Elev. Replace Existing 40', 24" CMP Inlet Invert Elev.
989.0 with 40', 36" CMP and a 992.4
Headwall on the Outlet end
Thalwegs Approximately 20' from shoulder of existing road
1 991.1 ( pond )
2 980.4
See plans for erosion control * Drawing not to scale
Site # 9 Sta. 75+50 Coordinates 35.15944 N / 82.97361 W
SR'1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
985.6 25',42" CMP 989.9
with 40', 42" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 996.6
2 965.4
See plans for erosion control " Drawing not to scale
Site # 10 Sta. 78+60 Coordinates 35.15944 N 182.97500 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 1
-------- ------ -------- ------------ --------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
981.3 40', 42" CMP 987.8
with 50', 42" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 988.5
2 973.9
See plans for erosion control * Drawing not to scale
Site # 11 Sta. 90+90 Coordinates 35.15889 N / 82.97639 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 -- -
-----
-------- ------------
-- - - - - 1
--------- -
Oulet Invert Elev. Replace Existing 30', 18" CMP Inlet Invert Elev.
989.7 with 40', 24" CMP 995.3
Thalwegs Approximately 20' from shoulder of existing road
1 998.7
2 987.1
See plans for erosion control * Drawing not to scale
Site # 12 Sta. 96+00 Coordinates 35.15917 N 182.97750 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 35', 24" CMP Inlet Invert Elev.
992.3 'with 40', 24" CMP 993.7
Thalwegs Approximately 20' from shoulder of existing road
1 994.2
2 985.5
See plans for erosion control * Drawing not to scale
Site # 13 Sta. 96+80 Coordinates 35.15944 N 182.97778 W
SR 1301
Cold Mountain Road
Transylvania County "Note: Flow currently subsurface around pipe
Existing & Prop. Center Line
2 1
-------- -------------- ------------ --------- -
Oulet Invert Elev. Replace Existing 45', 24" CMP Inlet Invert Elev.
994.2 with 50', 24" CMP 997.6
Thalwegs Approximately 20' from shoulder of existing road
1 998.1
2 993.6
See plans for erosion control * Drawing not to scale
Site # 14 Sta. 103+45 Coordinates 35.16083 N / 82.97861 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
V 64
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 40', 48" CMP Inlet Invert Elev.
983.8 with 50', 48" CMP 985.4
Thalwegs Approximately 20' from shoulder of existing road
1 986.8
2 982.5
See plans for erosion control ' Drawing not to scale
Site # 15 Sta.104+20 Coordinates 35.16056 N 182.97944 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
----------
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
997.1 40', 18" CMP 1003.5
with 55', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 1002.3
2 994.9
See plans for erosion control ' Drawing not to scale
Site # 16 Sta.105+30 Coordinates 35.16056 N 182.97917 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
- -------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
991.4 40', 18" CMP 997.5
with 50', 18" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 1005.2
2 987.6
See plans for erosion control • Drawing not to scale
Site # 17 Sta. 115+11 Coordinates 35.15889 N 182.98167 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
981.7 50', 24" CMP 988.9
with 50', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 1001.1
2 977.0
See plans for erosion control * Drawing not to scale
Site # 18 Sta. 118+25 Coordinates 35.15917 N 182.98250 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
974.2 40', 24" CMP 982.5
with 50', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 983.1
2 967.9
See plans for. erosion control * Drawing not to scale
Site # 19 Sta. 128+35 Coordinates 35.15833 N 182.98472 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
982.6 50', 36" CMP 987.4
with 70', 36" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 993.7
2 976.9
See plans for erosion control * Drawing not to scale
Site # 20 Sta. 132+50 Coordinates 35.15722 N / 82.98528 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
---------
------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 30', 18" CMP Inlet Invert Elev.
996.1 with 40', 18" CMP 999.4
Thalwegs Approximately 20' from shoulder of existing road
1 1000.5
2 975.0
See plans for erosion control * Drawing not to scale
Site it 21 _Sta.136+20 Coordinates 35.15750 N 182.98667 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 1
-------- -------------- ------------ --------- -
Oulet Invert Elev. Replace Existing 30', 18" CMP Inlet Invert Elev.
987.4 with 40', 18" CMP 995.0
Thalwegs Approximately 20' from shoulder of existing road
1 994.8
2 981.5
See plans for erosion control • Drawing not to scale
Site # 22 Sta. 138+75 Coordinates 35.15778 N 182.98694 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
1
--------
-------------- ------------ 2
--------- -
Inlet Invert Elev. Replace Existing 30', 18" CMP Oulet Invert Elev.
995.0 with 40', 18" CMP 993.5
Thalwegs Approximately 20' from shoulder of existing road
1 995.8
2 992.3
See plans for erosion control " Drawing not to scale
Site # 23 Sta. 140+40 Coordinates 35.15778 N / 82.98750 W
SR 1301 _
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
1
--------
-------------- ------------ 2
---------
Inlet Invert Elev. Replace Existing 30', 18" CMP Oulet Invert Elev.
993.0 with 40', 18" CMP 994.2
Thalwegs Approximately 20' from shoulder of existing road
1 995.5
2 992.8
See plans for erosion control * Drawing not to scale
Site # 24 Sta. 143+50 Coordinates 35.15778 N 182.98861 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2 1
--------
V ---6 -------------- I
------------ --------- -
Oulet Invert Elev. Replace Existing 30', 18" CMP Inlet Invert Elev.
992.8 with 40', 24" CMP 996.9
Thalwegs Approximately 20' from shoulder of existing road
1 998.5
2 993.0
See plans for erosion control * Drawing not to scale
Site # 25 Sta.144+77 Coordinates 35.15750 N 182.98889 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
--------
-------------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 35', 18" CMP Inlet Invert Elev.
995.5 with 40', 24" CMP 998.4
Thalwegs Approximately 20' from shoulder of existing road
1 1003.7
2 995.3
See plans for erosion control ` Drawing not to scale
Site # 26 Sta. 151+50 Coordinates 35.15750 N 182.99139 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
2
----
-------- ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 30', 72" CMP Inlet Invert Elev.
983.2 with 35', 72" CMP 983.4
Thalwegs Approximately 20' from shoulder of existing road
1 984.3
2 982.8
See plans for erosion control • Drawing not to scale
Site # 27 Sta. 153+45 Coordinates 35.15778 N 182.99194 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
1
--------
-------------- ----------- 2
------
-
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
997.6 30', 18" CMP 995.7
with 40', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 999.2
2 994.5
See plans for erosion control * Drawing not to scale
Site # 28 Sta. 158+96 Coordinates 35.15889 N 182.99361 W
SR 1301
Cold Mountain Road
Transylvania County
Existing & Prop. Center Line
1
--------
-------------- ------------ 2
---------17
Inlet Invert Elev. Replace Existing 30', 18" CMP Oulet Invert Elev.
998.4 with 40', 24" CMP 996.9
Thalwegs Approximately 20' from shoulder of existing road
1 998.8
2 996.5
See plans for erosion control * Drawing not to scale

Inlet
Inlet
Inlet
Site 1 - Sta 24+30
Site 2 - Sta 28+45
Site 3 - Sta 36+85
Transylvania County
SR 1301 - Cold Mountain Outlet

Page 1 of 10

Transylvania County
SR 1301 - Cold Mountain Road
Site 6 - Sta 45+70
i?r?l
Page 2 of 10
II
Site 4 - Sta 39+70
Site 6 - Sta 42+08
Transylvania County
SR 1301 - Cold Mountain Road
Site 7 - Sta 48+90
Site 8 - Sta 52+70
Site 9 - Sta 75+50
Transylvania County
SR 1301 - Cold Mountain Road
Site 11 - Sta 90+90
Inlet
Site 12 - Sta 96+00

Inlet
Outlet
Page 4 of 10
I
Site 10 - Sta 78+60
Transylvania County
SR 1301 - Cold Mountain Road
Inlet
Inlet
Site 13 - Sta 96+80
Site 15 - Sta 104+20
Page 5 of 10
Site 14 - Sta 103+45
Transylvania County
SR 1301 - Cold Mountain Road
Site 17 - Sta 115+11
Inlet
Site 18 - Sta 118+25

;of 10
Site 16 - Sta 105+30
t
Transylvania County
SR 1301 - Cold Mountain Road
Page 7 of 10
I
I
Site 19 - Sta 128+35
Site 20 - Sta 132+50
Site 21 - Sta 136+20
Transylvania County
SR 1301 - Cold Mountain Road
Inlet
Site 23 - Sta 140+40
Site 22 - Sta 138+75
Site 24 - Sta 143+50
Transylvania County
SR 1301 - Cold Mountain Road
Site 25 - Sta 144+77
Inlet
Site 26 - Sta 151+50
Inlet
Site 27 - Sta 153+45
Inlet

y,
1 1
Transylvania County
SR 1301 - Cold Mountain Road
Inlet
Site 28 - Sta 158+96
V mex

N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1301 COLD MOUNTAIN RD.
LOCATION: Begin at the end of pavement on SR 1301 and continue in a
westerly direction for a total distance 17,260 feet to the end of project.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: 14C.088023
COUNTY: Transylvania TOWNSHIP: Hogback
DATE: 10/26/2005 SCALE: 1'5=50'
NOTES: 50' R/W Current ADT Bracket 0-360
Design ADT Bracket 0-600
Water: Class B; Trout PREPARED BY: TSW/BA
so, 0"
RIGHT OF WAY
CENTERLINE
6' 9' 9' 47 3'
ASPHALT PAVEMENT
SHOULDER SHOULDER
DITCH
0 00 0 00 000 41,
a 0?0 0 07
700!0 0!z 77
MAX SLOPE
FILL 11,2:l
CUT 1:1
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH ---------------------------------------------- TSO
245.05 TEMPORARY DIVERSION ---------------------------------------------- -- -TO ---
893.01 TEMPORARY SILT FENCE --------------------------------------------- ii ,
890.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM -------------------- T
245.01 SILT BASIN TYPE A -----------------------------------------------------------•-- - -O
245.02 SILT BASIN TYPE B -------------------------------------------------------------- .
892.04 TEMPORARY ROCK-SILT CHECK TYPE A ----------------------------- -
895.10 TEMPORARY ROCK SILT CHECK TYPE B ----------------------------- --- A
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A ..................... ...
TEMPORARY ROCK SEDIMENT DAM TYPE B -------------------------
897.01 ROCK PIPE INLET PROTECTION ------------------------------------------ --
894.01 ROCK SILT SCREEN ------------------------------------------------------------- ---
?
245.04 STILLING B ASIN ------------------------------------------------------------------ ----®
868.01 RIP RAP ----- -------------------------------------------------------------• RR
DITCH LINER -----------------------------------------------------------
ENVIRONMENTALLY SENSITIVE AREA
PIPE OUTLET ENERGY DISSAPATOR---------------------------------------- --.
EROSION CONTROL MATTING ------ ECNi
FIBER GLASS ROVING ------------------------------------------------- FGR
---------- a
SILT CHECK DAM TYPE•,h-------------------------------------------- •
SILT CHECK DAM TY-PE--B-------------------------------------------------------

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
Culvert ----------------------------------------------------------
Fence -------------------- -----------------------------------
Guardrail -------------------------------------------------------

Stream or Body of Water -' - - - - " -
Flow Arrow
Spring ---- o' -:""/
Exist. Pole ------------------------------------ ---------------- o
Exist. Power Pole --------------------------- --------------- b
Exist. Telephone Pole --------------------- --------------- -a-
Exist. Joint Use Pole ----------------------- ---------------
Telephone Pedestal ------------------------ ----------------
Cable TV Pedestal ------------------------- ----------------
Exist. Water Valve ------------------------- ----------------
0

---------------------------
Sewer Clean Out
-----------------
Power Manhole ----------------------------- ---- ------------- P
Water Manhole ------------------------------ ---------------- ?w
Light Pole ------------------------------------- -----------------
Gas Valve ------------------------------------ ----------------- Q
Telephone Manhole ----------------------- ------- ---------- Q
Power Transformer ------------------------ -----------------
Sanitary Sewer Manhole ----------------- ---------------- ®O
Storm Sewer Manhole -------------------- ---------------- Q
Water Line --------------- ------------------- ------------------ .-
Property Line -------- ----------------- ----- --------- ------- R
Property Line Symbole - ------------------- ----------------

Exist. Iron Pin ------------------------------- a
---------------- EF
Property Monument ------ ------ ----------- ----------------- a
Well ------------------------------------------- ------------------- O
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PIPE DATA SR 1301 Cold Mtn Rd. Page 1 of 2
County:
Transylvania WORK ORDER:
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
5+87 40'X18" CNiP 50'X18" CMP Replace Crosspipe
10+90 40'X18" CMP 50'X18" CN1P Replace Crosspipe
11+13 25'X15" HDPE Proposed Driveway Pipe
14+24 45'X18" CMP 50'X18" CMP Replace Crosspipe
20+90 40'X18"CMP Proposed Crosspipe
24+30 40'X18"CMP 50'X18" CMP Replace Crosspipe; Live Water; 1'Strcam; Perched
28+45 50'X24" CMP 50'X24" CMP Replace Crosspipe; Live Water; 2'Stream; Perched
33+26 30'X30" CMP 50'X36" CMP Replace Crosspipe
36+85 30'X36" CMP 40"X36" CMP Replace Crosspipe; Live Water; 2'Stream; Perched
39+70 30'X24" CMP 40'X30" CMP Replace Crosspipe; Live Water; 2'Stream; Perched
42+08 30'X18" CMP 40'X24" CMP Replace Crosspipe; Live Water; I'Stream; Perched
45+70 30'X36" CMP 40'X36" CMP Replace Crosspipe; Live Water; No overland
connection; Perched
48+90 50'X36" CMP Proposed Crosspipe; Live Water; 2'Stream; Outlet to
be perched; No Pipe Found; Subsurface; No
overland connection; Build Headwall and Wingwall
52+70 40'X24" CMP 40'X36" CMP Replace Crosspipe; Live Water; Shot rock fill; Build
headtivall left side
56+30 40'X24" CMP 55'X24" CMP Replace Crosspipe; add 15' left build shot rock headwall
59+73 30'X18" CMP 50'X18" CMP Replace Crosspipe
63+10 40'X18" CMP Proposed Crosspipe
65+50 30'X24" CMP 40'X24" CMP Replace Crosspipe; Ephemeral; Perched
67+40 30'X24" CMP 40'X24" CMP Replace Crosspipe; Ephemeral; Perched
71+10 40'X18" CMP Proposed Crosspipe
75+50 25'X42" CMP 40'X42" CMP Replace Crosspipe; Live Water; 4'Strcam; Waterfall;
Perched
78+60 40'X42" CMP 50'X42" CMP Replace Crosspipe; Live Water; 4'Stream; Extend
right side 10'; Shot rock Headwall Right Side;
Perched
81+22 30'X18" CMP 50'X18" CHIP Replace Crosspipe
85+10 50'X18" CMP Proposed Crosspipe
87+65 30'X18" CMP 50'X18" CMP Replace Crosspipe
90+90 30'X 18" CMP 40'X24" CMP Replace Crosspipe; intermittent stream
96+00 35'X24" CMP 40'X24" CMP Replace Crosspipe; Live Water; 2'Stream

PIPE DATA SR 1301 Cold Mtn Rd. Page 2 of 2
County:
Transylvania WORK ORDER:
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
96+80 45'X24" CMP 50'X24" CMP Replace Crosspipe; Live Water; 2'Strcam; water
running under road not through pipe
99+50 40'X18" CMP Proposed Crosspipe
103+45 40'X48" CMP 50'X48" CMP Replace Crosspipe & Headwall; Live Water; 4'Stream
104+20 40'X18" CMP 55'X24" CMP Replace Crosspipe; Live Water; 21Stream; Perched,
build headwall with shot rock
105+30 40'X18" CMP 50'X18" CMP Replace Crosspipe; Live Water; 2'Strcam; Perched
109+40 50'X18" CMP Proposed Crosspipe
111+70 25'X18" CMP 50'X18" CMP Replace Crosspipe
115+11 50'X24" CMP 50'X24" CMP Replace Crosspipe; Live Water; 2'Strcam; Perched
118+25 40'X24" CMP 50'X24" CMP Replace Crosspipe; Live Water; 2'Strcam; Perched
121+50 50'X15" HDPE Proposed Driveway Pipe
122+62 30X18" CMP 50'X18" CMP Replace Crosspipe
125+70 40'X18" CMP Proposed Crosspipe
128+35 50'X36" CMP 70'X36" CMP Replace Crosspipe; Live Water; 3'Stream; Perched,
build headwall right side
130+50 40'X18" CMP Proposed Crosspipe
132+50 30'X18" CMP 40'X18" CMP Replace Crosspipe; Intermittent & unimportant stream
134+20 30'X18" CMP 40'X18" CMP Replace Crosspipe; Intermittent & unimportant stream
138+75 30'X18" CMP 40'X18" CMP Replace Crosspipe; Intermittent &unimportant stream
140+40 30'X18" CMP 40'X18" CMP Replace Crosspipe; Live Water; 1'Stream
143+50 30'X18" CHIP 40'X24" CN1P Replace Crosspipe; Live Water; 1'Stream
144+77 35'X18" CMP 40'X24" CMP Replace Crosspipe; Live Water; 1'Stream
149+87 35'X18" CMP 50'X18" CMP Replace Crosspipe
151+50 30'X72" CMP 35'X72" CMP Replace Crosspipe; Live Water; 4'Stream; Build
Concrete Headwalls
153+45 30'X18" CMP 40'X24" CMP Replace Crosspipe; Live Water; 1'Stream; Perched
158+96 30'X18" CMP 40'X24" CMP Replace Crosspipe; Live Water; 1'Strcam;
163+90 40'X18" CMP 50'X18" CMP Replace Crosspipe
167+62 35'X18" CMP 40'X24" CMP Replace Crosspipe
171+11 20'X12" CMP 20'X18" HDPE Replace Driveway Pipe

POLE DATA,
Project: SR 1301 Cold Mtn Rd
County: Transylvania
Owner: Haywood Electric/Citizens Telephone/Sylvan Cable Page I of 5

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
0+00 3 11 Power ped
1+33 2-6 20 Multi-use pole
3+11 2-7 17 Multi-use pole
3+14 T55545 22 Power ped
4+70 202-3 13 Telephone ped
5+10 2-8 19 Multi-use pole
6+27 2-9 10 Multi-use pole
8+84 2-10 18 Multi-use pole
10+70 17 Power ped
10+95 2-11 17 Multi-use pole
13+38 T56116 20 Power ped
14+15 202-4 18 Telephone ped
14+17 20 Cable ped
14+17 2-12 18 Multi-use pole
16+47 2-13 20 Multi-use pole
18+05 2-14 14 Multi-use pole
19+80 2-15 12 Multi-use pole
22+94 2-16 23 Multi-use pole
24+45 2-17 23 Multi-use pole
26+74 2-18 17 Multi-use pole
29+10 2-19 14 Multi-use pole
31+03 2-20 13 Multi-use pole
POLE DATA
Project: SR 1301 Cold Mtn Rd
County: Transylvania
Owner: Haywood Electric/Citizens Telephone/Sylvan Cable Page 2 of s

Station
Pole
Number Dist From
Center Present
Road Dist. From
Center Project Dist Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt Lt. Rt.
33+29 2-21 13 Multi-use pole
35+12 2-22 16 Multi-use pole
36+72 2-23 19 Multi-use pole
38+31 2-24 15 Multi-use pole
39+58 2-25 21 Multi-use pole
41+92 2-26 15 Multi-use pole
43+93 2-27 15 Multi-use pole
45+80 2-28 10 Multi-use pole
47+28 2-29 10 Multi-use pole
49+12 2-30 12 Multi-use pole
50+46 2-31 20 Multi-use pole
52+55 2-32 12 Multi-use pole
55+70 2-35 12 Multi-use pole
58+45 2-34 15 Multi-use pole
60+78 2-35 14 Multi-use pole
63+40 2-36 10 Multi-use pole
65+35 2-37 9 Multi-use pole
67+45 2-38 10 Multi-use pole
68+82 2-39 15 Multi-use pole
70+49 2-40 15 Multi-use pole

POLE DATA
Project: SR 1301 Cold Mtn Rd
County: Transylvania
Owner: Haywood Electric/Citizens Telephone/Sylvan Cable Page 3 of 5

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
73+10 2-41 13 Multi-use pole
75+23 2-42 14 Multi-use pole
77+14 2-43 15 Multi-use pole
78+91 2-44 4 Multi-use pole
81+21 2-45 15 Multi-use pole
83+97 2-46 20 Multi-use pole
85+80 2-47 12 Multi-use pole
87+32 2-48 17 Multi-use pole
89+49 2-49 15 Multi-use pole
90+90 2-50 21 Multi-use pole
92+72 2-51 19 Multi-use pole
94+22 2-52 18 Multi-use pole
96+14 2-53 12 Multi-use pole
98+63 2-54 20 Multi-use pole
100+02 2-55 25 Multi-use pole
101+07 2-56 19 Multi-use pole
102+71 2-57 18 Multi-use pole
104+34 2-58 22 Multi-use pole
105+31 2-59 19 Multi-use pole
107+18 2-60 13 Multi-use pole
109+45 2-61 15 Multi-use pole

POLE DATA
Project: SR 1301 Cold Mtn Rd
County: Transylvania
Owner: Haywood Electric/Citizens Telephone/Sylvan Cable Page 4 of 5

Station
Pole
Number Dist From
Center Present
Road Dist From
Center Project Dist Center
Project After
Moving

Remarks
Lt. Rt Lt. Rt. Lt. Rt.
111+45 2-62 19 Multi-use pole
113+49 2-63 9 Multi-use pole
115+35 2-64 9 Multi-use pole
116+09 2-65 13 Multi-use pole
118+65 2-66 25 Multi-use pole
121+14 2-67 20 Multi-use pole
121+97 2-68 18 Multi-use pole
123+33 2-69 15 Multi-use pole
124+91 2-70 10 Multi-use pole
126+12 2-71 21 Multi-use pole
128+20 2-72 20 Multi-use pole
128+82 2-73 20 Multi-use pole
130+65 2-74 17 Multi-use pole
132+19 2-75 15 Multi-use pole
134+35 2-76 15 Multi-use pole
136+12 2-77 17 Multi-use pole
137+60 2-78 25 Multi-use pole
139+14 2-79 12 Multi-use pole
140+90 2-80 5 Multi-use pole

POLE DATA
Project: SR 1301 Cold Mtn Rd
County: Transylvania
Owner: Haywood Electric/Citizens Telephone/Sylvan Cable Page s of 5

Station
Pole
Number Dist From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
142+28 2-81 16 Multi-use pole
145+10 2-82 20 Multi-use pole
148+22 14 Guy pole
148+25 2-83 14 Multi-use pole
149+98 2-84 8 Multi-use pole
150+85 2-85 21 Multi-use pole
152+98 2-89 9 Multi-use pole
155+43 2-87 13 Multi-use pole
157+18 2-88 10 Multi-use pole
158+84 2-89 12 Multi-use pole
160+13 2-90 20 Multi-use pole
162+41 2-91 12 Multi-use pole
164+79 2-92 13 Multi-use pole
165+95 2-93 20 Multi-use pole
168+44 2-94 11 Multi-use pole
171+72 2-95 17 Multi-use pole

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