20061315 Ver 1_Complete File_20060825

Staff Report
Project Num: 20061315 Version: 1 Status: Issued
Name: NCDOT-SR 1308 Project Type: Road/Highway Widening
County: Transylvania Region: Asheville
Location: West Fork French Broad river Rosman
Latitude: +35°11'07" Longitude: -82°56'18"
SW Plan Location:
Owner: NC DOT Division 14 - Horse Shoe
Contact Person: Tippett, Lyndo Title: Phone:
Inspection Date: 08/23/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Entry Time: 10:55 AM Exit Time: 11:30 AM
Inspection Type: Staff Report
Phone: [phone]
Question Areas:
0 Site Visit
Inspection Summary:
NCDOT proposes to grade, widen and pave NCSR 1308 in Transylvania County. Four existng streams (unnamed tributaries to the
West Fork French Broad River) will be impacted. AT two of the existing stream crossings the culverts will be replaced and at the other
two crossings the culverts will be extended by 5 linear feet. Headwalls will be installed at all of the culverts.
It is recommended that WQ Certification No. 3404 be issued.
The 401 Certification was issued on August 25, 2006.
Page: 1
Project Num: 20061315 Owner: NC DOT Division 14 - Horse Shoe
Inspection Date: 08/23/2006 Inspection Type: Staff Report Reason for Visit: Routine
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? ? E ? ?
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application? ? M ? ?
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application? ? ? ?
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? ? ? ?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? ? ¦ ? ?
Are there additional stromwater conditions that should be required due to the following classifications: ? 0 ? ?
# 303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project? ? ? ¦ ?
# If yes, what phase is this?
Are there prior impacts from prior phases? ? ? ¦ ?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment:
Page: 2
.At
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.1'.. Director
Division of Water Quality
August 25, 2006
Transylvania County
DWQ Project No. 061315
NCSR 1308 (Allen McCall 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
Dear Mr. Setzer:
?9@fflowffl n?
AUG 2 8 2Q06
DENR - wATER QUAU7Y
You have our approval, in accordance with the attached conditions and those listed below, to impact 10 linear feet in
four (4) unnamed tributaries to the West Fork French Broad River (install 10 linear feet of new culvert with headwalls and
replace two (2) existing culverts with headwalls), in order to make improvements to NCSR 1308 (Allen McCall Road) in
Transylvania County. The project should be constructed in accordance with your application dated August 15, 2006
(received August 17, 2006), including the environmental commitments made in the application letter. After reviewing
your application, we have decided that this till is covered by General Water Quality Certification No. 3404, corresponding
to the U.S. Army Corps of Engineers Nationwide Permit Number 14. 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 tills 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 2II .0506
(h) (6) and (7). For this approval to he valid, you must follow the conditions listed in the attached certification anti 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:
C.
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.
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 SurJiice Allining Manual.
011C
No •thCnrolina
Attturally
North Carolina Division of Water Quality 2090 t1.S. I lighway 70 Swannanoa, NC 28778 Phone [phone] Customer Set-vice
Intemet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer
K,
Mr. J. B. Setzer, P.E.
August 25, 2006
Page Two
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory
mitigation will be required since that is a direct impact from road construction activities.
3. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project.
4. Placement of culverts and other structures in waters, streams and wetlands, shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48-inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48-inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands, streambeds or banks, adjacent to, or upstream and down stream
of the above structures. The applicant is required to provide evidence that equilibrium is being maintained, if
requested in writing by DWQ. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine
whether or not a permit modification will be required.
5. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary cover (wheat, millet or similar annual
grain) 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.
6. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
7. 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 protect the egg and fry stages of trout from off-site sedimentation during the
construction of the roadway.
8. Native riparian vegetation (e.g. rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
9. 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 the active
thalweg channel or placed in the streambed in such a manner that precludes aquatic life passage. Bioengineering
boulders or structures should be properly designed, sized and installed.
10. Heavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
11. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
12. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
13. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
14. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
15. If concrete is used during 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 elevated pH and possible aquatic life and fish kills.
16. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
Mr. J. B. Setzer, P.E.
August 25, 2006
Page Three
17. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State or Federal law. If DWQ determines that such standards or laws are not being met
(including failure to sustain a designated achieved use) or that State of Federal law if being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
18. 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 bank stabilization work.
19. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
20. Upon completion of the project, the NCDOT Division Engineer, shall complete and return the enclosed "Certificate of
Completion Form" to notify NCDWQ when all work included in the §401 Certification has been completed. This
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 Crabtree
Blvd., Suite 250, Raleigh, North Carolina 27604.
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.L'., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
David Baker, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
August 15, 2006
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Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers j]-
151 Patton Avenue, Room 208 -
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
SR 1308, Allen McCall Road
Transylvania County
State Project # 14C.088023 (DWQ Minor Permit Fee $200.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
drain and pave SR 1308, Allen McCall 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 2006-07
paving season. Allen McCall Road is a secondary gravel road, which conveys only 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 the pipe culvert replacements as well as a marked county and USGS
quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records for threatened or endangered species for the
unnamed tributaries of the West Fork French Broad River. There are no records of
threatened or endangered species for the West Fork French Broad River watershed
upstream of the confluence of the unnamed tributary. The UT's to West Fork French
Broad River are small (3'-4' feet wide) and do not have sufficient flow to support mussels
and are not likely to support fish. Additionally, the West Fork French Broad and tributaries
in this area are classified as trout water and are too cold to support mussels. The impacts
from the culvert replacements will be minimal. For these reasons, there will be "no effect"
on threatened or endangered species.
f ) 7
Mr. David Baker
Page 2 - SR 1308, Transylvania County
June 30, 2006
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
One of the UT's to the West Fork French Broad River is shown and the others are not
shown on USGS topographic maps. The streams appear to have perennial flow. The
channels are well defined and are composed of sand and gravel. The channels lack
vegetation. For these reasons, we believe that the streams are under the jurisdiction of
the U.S. Army Corps of Engineers. In order to replace these culverts, it will be necessary
to impact waters of the United States in the French Broad River Basin. Specifically,
NCDOT is requesting to replace four metal culverts in unnamed tributaries to the West
Fork French Broad River (DWQ Class B; Tr). Listed below is a summary of the proposed
impacts.
Site No. Existing Condition Proposed Condition Net Impacts
Station
Site 1 45'x 30" CMP 45' x 36" CMP w/ headwalls 0'
3+90 w/ headwalls
Site 2 35'x 24" CMP 40' x 30" CMP w/ headwalls 5'
5+51
Site 3 35'x 36" CMP 40' x 36" CMP w/ headwalls 5'
19+70
Site 4 35'x 48" CMP 35 x 48" CMP w/ headwalls 0'
22+75
Total Impact 10 linear feet
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.
Mr. David Baker
Page 3 - SR 1308, Transylvania County
June 28, 2006
By copy of this letter, I am requesting authorization to proceed under Section 401 of the
Clean Water Act from the North Carolina Department of Environment and Natural
Resources (DENR), Division of Water Quality (DWQ). I ask that Mr. McHenry comment
directly to me concerning this permit request.
By copy of this letter, I am requesting that Mr. Ed Ingle, Roadside Environmental Field
Operations Engineer (NCDOT), to comment on this project. Temporary encroachment into
the buffer zone of the UT's to West Fork French Broad River will not be required on this
project. The UT's are classified as trout.
If you have any questions or need additional information, please contact Lori Jones or me
at [phone].
Sincerely,
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, DWQ, DENR
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Jeffrey H. Moore, P.E., Transylvania County Maintenance Engineer, NCDOT
File

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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 1308 - Allen McCall Road
Transylvania County
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NCDOT Division 14
Office Use Only' ' Form Version May 2002
2p06? 315
USACE Action ID No. DWQ No.
(If any particular item is not applicable to MIS project, please enter ' 1V Ot 11ppliCaDIC Ur 1-41t-, -)
1.
II.
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:
5. 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: ?
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
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: mgibbsC@-dot state nc us
Fax Number: 828-891-5026
Page 1 of 8
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 1308, Allen McCall Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Transylvania Nearest Town: Rosman (Transylvania Co.)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Rosman, travel west on
US 64 approx 7.25 miles to the intersection with US 64 and NC 281, take NC 281
north 5.3 miles to SR 1308 Turn right on SR 1308, which is the start of the protect.
Go 390 feet to Site 1 Site 2 is located 161 feet beyond Site 1. Site 3 is 1,419 feet
past Site 2 Site 4 is 305 feet past Site 3 The project continues up SR 1308 for an
additional 160 feet beyond the Site 4
5. Site coordinates, if available (UTM or Lat/Long): Site 1: 35.18528° N; 82.93778°_W
Site 2. 35 18528° N; 82 93833° W Site 3: 35.18750° N; 82.94111° W
Site 4: 35.18806° N; 82.94194° W
(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): West Fork French Broad River
(DWQ Class: B; TO
Page 2 of 8
8. 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:/ih2o.enr.state.nc.us/adinin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural/Residential
10. Describe the overall project in detail, including the type of equipment to be used: The
existing deteriorating pipes will be excavated and replaced. Crosspipe will be
replaced/extended to accommodate standard shoulder widths for safety. A
backhoe 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
Page 3 of 8
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
project in accordance with our current secondary road standards it will be necessary
to impact waters of the United States in the French Broad River Basin. Specifically,
NCDOT is requesting to extend/replace four metal culverts in unnamed tributaries to
the West Fork French Broad River (DWQ Class: B TO.
Impacts are listed in table below.
z. Individually list wetland impacts below:
Wetland Impact Type of Area of Located within Distance to
***
Site Number Impact 100-year Floodplain** Nearest Stream Type of Wetland
indicate on ma) impact* (acres) (es/no linear feet

N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fllt, 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 littm//www.fcmi.rO v.
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
i Individually list all intermittent and perennial stream impacts below:
Stream Impact Site Length of Average Width Perennial or
Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma linear feet) Before Impact (please secif
Site 1 Sta. 3+90 Culvert 0 UT to West Fork
French Broad 3' Perennial
Site 2 Sta. 5+51 Culvert 5 UT to West Fork
French Broad 3' Perennial
Site 3 Sta. 19+70 Culvert 5 UT to West Fork
French Broad 3' Perennial
Site 4 Sta. 22+75 Culvert 0 UT to West Fork
French Broad 4' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limned to: culverts and assocraicu ,p-mp, uaflib tbcpaiaLo.y
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/stmightening, 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 A-ww.uszs.zov. Several intemet sites also
allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapyuest.com, ctc.).
Cumulative impacts (linear distance in feet) to all streams on site: 10 Linear Feet
Page 4 of 8
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 Area of Name
Waterbody Type of Waterbody
Site Number Type of Impact* Impact
(if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) 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.
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.
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 5 of 8
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.
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:/ih2o.enr.state.ne.us/ncwetlands/stnngide.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://www.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):
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 6 of 8
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 ?
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 213 .0233
(Meuse), 15A NCAC 213 .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
(s uare feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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 213 .0242 or.0260.
Page 7 of 8
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.
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
? 8? fog
Applicant/Agent's Signature Date i
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Site # 1 Sta. 3+90 Coordinates 35.18528° N / 82.93778° W
SR 1308
Allen McCall Road
Transylvania County
Existing & Prop. Center Line
2 --------
- ------------- ------------
1
---------
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
985.7 45', 30" CMP and headwalls 989.3
with 45', 36" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 992.0
2 982.5
See plans for erosion control ` Drawing not to scale
Site # 2 Sta. 5+51 Coordinates 35.18528° N / 82.93833° W
SR 1308
Allen McCall Road
Transylvania County
Existing & Prop. Center Line
1
2 -------- -------------- ----------- ----------
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
988.8 35', 24" CMP 989.4
with 40', 30" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 989.9
2 984.5
See plans for erosion control * Drawing not to scale
Site # 3 Sta. 19+70 Coordinates 35.18528° N 182.93833° W
SR 1308
Allen McCall Road
Transylvania County
Existing & Prop. Center Line
2 -
(j-------- ---
------------- ------------
--------- 1
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
986.4 35', 36" CMP 990.2
with 40', 36" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 991.1
2 982.0
See plans for erosion control ' Drawing not to scale
Site # 4 Sta. 22+75 Coordinates 35.18806° N 182.94194° W
SR 1308
Allen McCall Road
Transylvania County
Existing & Prop. Center Line
2 -------- -------------- ----------- ---------- 1
Oulet Invert Elev. Replace Existing 35', 48" CMP Inlet Invert Elev.
989.6 with 35', 48" CMP and headwalls 991.1
Thalwegs Approximately 20' from shoulder of existing road
1 991.9
2 989.4
See plans for erosion control ' Drawing not to scale
Transylvania County
SR 1308 - Allen McCall Road
Site 1 - Sta 3+90
Inlet
vuUUL
Inlet
Site 2 - Sta 5+51
Inlet
Site 3 - Sta 19+70
Transylvania County
SR 1308 - Allen McCall Road
Site 4 - Sta 22+75
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N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1308 Allen McCall Road
LOCATION: Begin at the intersection of NC 281 and SR 1308 and continue in
a westerly direction for a total distance of 2,435 feet to the end of project at the end of
state maintenance.
WORK TYPE: Grade, Drain, Base, Pave, and Erosion Control
WORK ORDER:
COUNTY: Transylvania TOWNSHIP: Gloucester
DATE: 2-08-06 Revised SCALE : F = 50'
NOTES: 45' R./W Current ADT Bracket : 0 - 360
Unnamed Trib. to West Fork French Broad Design ADT Bracket : 0 - 600
Water: Class B; Trout PREPARED BY: TSWBA
45' 0"
RIGHT OF WAY
CENTERLINE
6' 9'
ASPHALT PAVEMEIN
SHOULDER
?p \\?,?0000 AO©0 o©O
MAX SLOPE
FILL 112:1
CUT 1:1
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SHOULDER
DITCH
0 // ii • ??
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 ---------------------------------------------
890.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM ----------------- ---
245.01 SILT BASIN TYPE A ------------------------------------------------•------------- - ---0
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 ---------------------- - I
892.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ---------------------- ---
897.01 -ROCK PIPE INLET PROTECTION .......................................... ..
894.01 ROCK SILT SCREEN ---------------------------------------------------
245.04
-.---.---
STILLING BASIN -
.--

868.01

--------------------------
RIP RAP ------------------------•--------------- 1

RR
DITCH LINER ------------------------------------------
ENVIRONMENTALLY SENSITIVE AREA ----'
PIPE OUTLET ENERGY DISSAPATOR--------------------------------------- = --
EROSION CONTROL MATTING ----------------------------------- ECM----
FGR
FIBER GLASS ROVING --------------------
SILT CHECK DAM TYPE-A---------------- --------------------- O
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 -------------------- --------- ------------------ ------------
Exist. Pole ----------------------------------------------------
Exist. Power Pole -------------------------- ---------
Exist. Telephone Pole ------------ ------------------------
Exist. Joint Use Pole --------------------------------------
Telephone Pedestal --------=-----------°°--------°°----
Cable TV Pedestal ------------------------
Exist. Water Valve -------------°-°------------
S ewer Clean Out -------------------------------------------
----------------------------
Power Manhole
W ate r Manhole ----------------------------------------------
--------------------------------
Light Pole ----------------------
Gas Valve -----------------------------------------
Telephone Manhole ---------------------------------------
Power Transformer -----------------------------------------
Sanitary Sewer Manhole --------------°°---
Storm Sewer Manhole ------------------
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Property Line ------------------------------------------------ P`
Property Line Symbole ---------------------°°-°°'-----
Exist. Iron Pin -----------------------------------------------
Property Monument ------------ ----------------------------
Well -------------------------------------------------------------- 0
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HOFFMAN RONALD F
WATSON ED SCOTT TRUSTEE 1 I 509 NW SUNFLOWER PLACE
3 JENSEN BEACH, FL 34957
803 W I`rOGENE ST I 8524-36-2775-000
ARCADIA,FL 33821
8524-26-2351-000 I n
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PIPE DATA SR 1308 Allen McCall Road
County:
Transylvania WORK ORDER:
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+00 40'X18" CMP Cross i e across NC 281
1+35 50'X18" HDPE Pro sed Cross i e
3+57 20'X18" HDPE Proposed Driveway Pipe
3+90 45'X30" CMP 45'X36" CMP Replace Crosspipe; Live Water; 3'Stream;
Perched; Replace Headwalls
5+51 35'X24" CMP 40'X30" CMP Replace Crosspipe; Live Water; 3'Stream;
Perched; Build Headwalls
8+05 30'X18" CMP 50'X18" HDPE Replace Crosspipe
11+40 50'X18" HDPE Proposed Crosspipe
14+87 25'X18" CMP 50'X18" HDPE Replace Crosspipe
17+50 50'X18" HDPE Proposed Crosspipe
19+70 35'X36" CMP 40'X36" CMP Replace Crosspipe; Live Water; 3'Stream;
Perched; Build Headwalls both sides
21+32 30'X18" HDPE Proposed Crosspipe
21+50 20'X12" CMP Remove Driveway Pipe
22+75 35'X48" CMP 35'X48" CNIP Replace Crosspipe; Live Water; 4'Stream;
Build Headwalls both sides
23+90 40'X18" HDPE Proposed Driveway Pipe for Turnaround

POLE DATA
Project: SR 1308 Allen McCall Road
County: Transylvania
Owner: Haywood / Citizens

Station
Pole
Plumber Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving
Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
1+70 15 Multi Use Pole
3+78 127L-1 15 Tele Ped
3+82 T51601 35 Multi Use Pole
19+45 35 Guy Wire
19+60 151-1 30 Multi Use Pole
21+43 15-2 13 Multi Use Pole
21+66 18 Guy Wire
21+69 18 Guy Wire

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