20051285 Ver 1_Complete File_20050810

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KrrUNDSA 'WATERQUq(I vJ August 10, 2005
? 'ArE "%CN Henderson County
DWQ Project No. 051285
NCSR 1572 (Kyles Creek 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. Selzer:
You have our approval, in accordance with the attached condi
Kyles Creek and eight (8) unnamed tributaries to Kyles Creek (
order to make improvements to NCSR 1572 (Kyles Creek Road)
in accordance with your application dated July 12, 2005 (receiv(
made in the application letter. After reviewing your applicati(
Water Quality Certification Nos. 3404 and 3366, corresponding
Numbers 14 and 33. In addition, you must acquire any other fet
project including (but not limited to) Sediment and Erosion
regulations. This approval will expire with the accompanying 4(
Certification.
ns and those listed below, to impact 87 lin
linear feet of new pipe and temporary dew,
Henderson County. The project should be c
July 15, 2005), including the environmental
we have decided that this fill is covered I
the U.S. Army Corps of Engineers Nationw
at, state or local permits before you proceed
nrtrol, Non-Discharge and Water Supply
Permit unless otherwise specified in the Wal
Secretary
Director
feet of
ng), in
General
e Permit
iith your
atershed
Quality
This approval is valid solely for the purpose and design described in your application (finless 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 insist 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 fiiture) exceed one acre, or if total impacts to streams (now
or in the fittlire) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
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.
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.
'Ivaulrat4,
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.mus FAX [phone]
An Equal OpportunitylAffirmalive Action Employer
QA
Michael F. Easley, Governor
William G.
North Carolina Department of Environment and
Alan w' L It
?CF VV ti / ?9Q
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Alan W. Klimek, P.E. Director
Division of Water Quality
'VErtg1VDS 'NrER vJ August 10, 2005
AND SrORmgAu y
NCH Henderson County
DWQ Project No. 051285
NCSR 1572 (Kyles Creek 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:
You have our approval, in accordance with the attached conditions and those listed below, to impact 87 linear feet of
Kyles Creek and eight (8) unnamed tributaries to Kyles Creek (87 linear feet of new pipe and temporary dewatering), in
order to make improvements to NCSR 1572 (Kyles Creek Road) in Henderson County. The project should be constructed
in accordance with your application dated July 12, 2005 (received July 15, 2005), including the environmental comments
made in the application letter. After reviewing your application, we have decided that this fill is covered by General
Water 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 approval will expire with the accompanying 404 Permit unless otherwise specified in the Water Quality
Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ 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 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
I . 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:
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.
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 Surface Mining Manual.
One
No •thCarolina

J?W@'t??4
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]
An Equal Opportunity/Affirmative Action Employer
Mr. J. B. Setzer, P.E.
August 10, 2005
Page Two
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 buffer zone are prohibited during the trout-spawning season of
January 1 through April 15 to protect the egg and try stages of trout from off-site sedimentation during construction of
the roadway.
5. Adequate sediment and erosion control measures should be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. Seeding for a temporary cover of wheat, millet or similar annual
grain or a permanent herbaceous vegetation cover should be planted on all bare soil within 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
stables or wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian
areas. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
6. 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.
7. Rock check dams at culvert outlets should be removed at the project completion to avoid impeding the movement of
aquatic life.
8. The dimension, pattern and profile of the stream, above and below the culverts, should not be modified by widening
the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to natural
geomorphic conditions.
9. 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.
10. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs
(e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be
planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity
of the road crossing and along the streams within dedicated rights of way.
11. 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.
12. 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.
13. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. Excavation of the stream crossings and relocations 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.
15. 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.
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
Mr. J. B. Setzer, P.E.
August 10, 2005
Page Three
17. The presence of equipment in the channels must be minimized. 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 culverts. 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.
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 culvert extensions.
19. All work shall be performed during low flow conditions (below bankfull).
20. 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
Angie Pennock, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
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l?Np FNR. '00S
SAN?6ATFR
Cy
LYNDO TIPPETT
SECRETARY
July 12, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 051285
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
SR 1572, Kyles Creek Road
Henderson County
State Project # 14C.045123 (DWQ Major Permit Fee $200.00)
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain
and pave SR 1572, Kyles Creek Road, in Henderson 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 2005-06 paving season. Kyles Creek 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
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 Kyles
Creek watershed. Additionally, there are no records of aquatic threatened and endangered
species for the entire Clear Creek watershed. Kyles Creek 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 will be minimal. 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.
DA1E?
0
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
Kyles Creek and the unnamed tributaries 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 12 metal culverts in Kyles
Creek and unnamed tributaries to Kyles Creek. (DWQ Class: C, Tr). Listed below is a summary
of the proposed impacts.
Site Existing Proposed Net Impacts
No. Condition Condi tion
Station
Site 1 30' x 30" CMP 38' x 36" CMP 8'
9+75
Site 2 30' x 30" CMP 40' x 36" CMP 10'
11+10
Site 3 35' x 24" CMP 40' x 36" CMP 5'
14+65
Site 4 40' x 18" CMP 40' x 24" CMP 0'
16+40
Site 5 2 Each 40' x 57" x 38" 10'
27+00 30' x 24" Arched C MP
Site 6 20' x 18" CMP 20" x 36" CMP 0"
27+90
Site 7 20' x 24" CMP 40' x 36" CMP 20'
28+70
Site 8 20' x 36" CMP 20' x 48" CMP 0"
30+60
Site 9 40' x 24" CMP 40' x 24" CMP 0'
36+40
Site 10 30' x 60" CMP 40' x 60" CMP 10'
40+30
Site 11 30' x 24" CMP 40' x 30" CMP 10'
63+80
Site 12 36' x 24" CMP 50' x 30" CMP 14'
65+50
Total Impact 87 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.
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,
?'?j ?'
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
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OF
WATER
QG
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 1572 - Kyles Creek Rd.
Henderson County
'01
7NYOr iR AHSfO
NCDOT Division 14
VP
Office Use Only: Forn Version May 2002
USACE Action ID No. DWQ No. 2 0 0 5 1 2 8 5
(If any particular item is not applicable to this protect, please enter root Appucaoie or iN/A .)
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: ?
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 Ad-&R:i[H tote nc us
J1 11, 1 5 2005
Page 1 of 8
i'A .r,'NCH
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 1572, Kyles Creek 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: Henderson Nearest Town: Clear Creek
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of I-26 and
US 64, go east on US 64 towards Edneyyille. Go approx. 4 miles and turn left of SR 1577,
Gilliam Rd At end of road turn right. Go approx..16 mi. Turn left on SR 1574, Fruitland
Rd. Go .74 miles. This now becomes SR 1572. Go another 1.19 mi. This is the intersection
of SR 1572 and SR 1573 The project starts at this intersection. Turn right for the project.
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): Kyles Creek (DWO Class: C, Tr__
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://h2o.enr.state.nc.us/admin/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: Residential
Page 2 of 8
6
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, 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.
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 project
in accordance with our current secondary road standards it will be necessary to impact
waters of the United States in the Broad River Basin. Specifically NCDOT is requesting to
Page 3 of 8
extend/replace 12 culverts in unnamed tributaries to Kyles Creek (DWQ Class: C, Tr)
Impacts are listed in 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

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year tloodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination 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?
leasespecify)
Site #1 Culvert 8 Kyles Creek 5' Perennial
Site #2 Culvert 10 UT to Kyles Creek 3' Perennial
Site #3 Culvert 5 UT to Kyles Creek 3' Perennial
Site #4 Culvert 0 UT to Kyles Creek I' Perennial
Site #5 Culvert 10 UT to Kyles Creek 2' Perennial
Site #6 Culvert 0 UT to Kyles Creek 1' Perennial
Site #7 Culvert 20 UT to Kyles Creek 2' Perennial
Site #8 Culvert 0 Kyles Creek 5' Perennial
Site #9 Culvert 0 UT to Kyles Creek 2' Perennial
Site #10 Culvert 10 Kyles Creek 5' Perennial
Site #11 Culvert 10 UT to Kyles Creek 2' Perennial
Site # 12 Culvert 14 Kyles Creek 1' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, 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.
Page 4 of 8
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.aov. Several internct sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest. com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 87 Linear Feet
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 Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identity 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. Arch
vine was used on Site #5 to eliminate two smaller pipes.
Mitigation
Page 5 of 8
If
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.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htti)://h2o.enr.state.nc.us/newetIands/sti-i-ngidc.htm1.
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.
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): 87
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Page 6 of 8
lip
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 ?
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
(Neuse), 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
1 3
2 1.5
Total
* Zone 1 extends out 30 teet perpendicular trom near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
10
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.
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).
Applicant/Agent's Sfgnature i5atd
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
SR 1572, Kyles Creek Road
Henderson County
Site Number Station N E
Site #1 9+75 35.42111 82.40527
Site #2 11+10 35.42167 82.40528
Site #3 14+65 35.42278 82.40528
Site #4 16+40 35.42305 82.40500
Site #5 27+00 35.42472 82.40333
Site #6 27+90 35.42500 82.40333
Site #7 28+70 35.42500 82.40305
Site #8 30+60 35.42583 82.40277
Site #9 36+40 35.42666 82.40139
Site #10 40+30 35.42722 82.40055
Site #11 63+80 35.43194 82.39583
Site #12 65+50 35.43222 82.39583
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1572 Kyles Creek Road
LOCATION: Begin at the intersection of SR 1573 and SR 1572 and
continue in a northerly direction for a total distance of 6,770 feet to the end
of project.
WORK TYPE: Grade, Drain,•Base, Pave & Erosion Control
WORK ORDER: 14C.045123 PRIORITY: 73 SUBlRES
COUNTY: Henderson TOWNSHIP: Hoopers Creek
DATE: 04/17/2005 SCALE: 1"9=50'
NOTES: 50' R/W Current ADT Bracket 0-360
1.3 mi. Design ADT Bracket 0-600
Water: Class C, Trout PREPARED BY: TSW
50, 0»
RIGHT OF WAY
CENTERLINE
6' 9' 9' 4' 3'
ASPHALT ;PAVEMENT
SHOULDER SHOULDER
M
DITCH
- 0
MAX SLOPE
FILL 112:1
CUT 1:1
y
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH --------------------------------------------- TsD
245.05 TEMPORARY DIVERSION ---------------------------------------------- ---- TD -------
893.01 TEMPORARY SILT FENCE ---------------------------- -----------------
890.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM -------------------I
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 -------------------------------- >
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 BASIN ----------------------------------------------------- ----------------®
868.01 RIP RAP 1 ---- -------------------------------------------------------------- RR
DITCH LINER -----------------------------------------------------------
ENVIRONMENTALLY SENSITIVE AREAc------------------------------ 7A
PIPE OUTLET ENERGY DISSAPATOR---------------------------------------- =-
EROSION CONTROL MATTING ------------ ECM .
FIBER GLASS ROVING
-------------------------- O
SILT CHECK DAM TYPE--A -----------------------------
----------------------------
SILT CHECK DAM TYfE--B---------------------------
Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at
other discharge points after clearing but before grubbing.
Clear and clean outfall ditches leaving sideslopes at an angle that can be
retained by vegetation. These areas will require stage seeding and mulching.
Begin grading of roadway ditches. Place erosion control measures along
roadway ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is
completed. (Note there are 15 working.days/30 calendar days to complete
seeding and mulching. A working day is defined as a day exclusive of
Saturday or Sunday during which weather conditions or soil conditions permit
land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative- cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
• Prepare pipe foundation while taking care to limit material and sediment
from entering the stream and/or escaping from the project. Where possible
new grade should be below the existing streambed. If needed, bedding
material will be clean stone (especially in Trout and HQW waters).
• Place new pipe and compact fill.
Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
• Establish permanent vegetation as soon as possible.
PIPE DATA SR 1572 K les Creek Road sheet 1 of 2
County:
Henderson WORK ORDER 14C.045123
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
1+60 40'x18"CMP Proposed Cross Pipe
5+25 40'x24" CMP Proposed Cross Pipe
9+75 32'x60" CMP 40'x60" CMP Perched, Replace Cross Pipe, Build Head
Walls, Live Water
11+10 30'x30" CMP 40'x36" CMP Replace Cross Pipe, Build Head Walls,
Live Water
11+10 30'x18" CMP 30'x18" HDPE Replace Driveway Pipe
14+65 35'x24" CMP 40'x36" CMP Replace Cross Pipe, Build Head Walls,
Live Water
14+65 40'x18"CMP 40'x18" HDPE Replace Driveway Pipe
16+40 40'x18" CMP 40'x24" CMP Replace Cross Pipe, Live Water
19+50 50'x18"CMP Proposed Cross Pipe
26+00 50'x18"CMP Proposed Cross Pipe
27+00 2 Each
301x24" CMP 40'x57'x38"
Arched CMP Perched, Replace Cross Pipes with 1 Arched
Pipe, Live Water
27+60 40'x18"HDPE Proposed Driveway Pipe
27+90 20'x18"CMP 20"x36"CMP Replace Driveway Pipe, Live Water
28+70 20'x24"CMP 40'x36"CMP Replace Cross Pipe, Build Head Walls,
Live Water
30+00 50'x18"CMP Proposed Cross Pipe
30+60 20'x30"RCP 20'x48"CMP Replace Driveway Pipe, Build Head Walls,
Live Water
34+50 45'x18"CMP 50'x18"CMP Replace Cross Pipe
36+40 401x2411CMP 401x241'CMP Replace Cross Pipe, Live Water
37+25 30'x15"HDPE Proposed Driveway Pipe
40+30 30'x60"CMP 40'x60"CMP Perched, Replace Cross Pipe, Build Head
Walls, Live Water
40+95 20'x18"CMP 20'x18"HDPE Replace Driveway Pipe
44+00 40'x18"CMP Proposed Cross Pipe
46+00 40'x18"CMP 50'x18"CMP Replace Cross Pipe
49+00 30'x18"CMP 30'x18"HDPE Replace Driveway Pipe
50+70 40'x18"CMP 50'x18"CMP Replace Cross Pipe
53+10 30'x18"CMP 40'x18"HDPE Replace Driveway Pipe
54+25 40'x18"CMP 40'x18"HDPE Replace Driveway Pipe
56+60 40'x1811CMP 40'x18"CMP Replace Cross Pipe
57+40 40'x18"CMP 50'x18"HDPE Replace Driveway Pipe

PIPE DATA SR 1572 Kyles Creek Road Sheet 2 of 2
County:
Henderson WORK ORDER 14C.045123
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
59+00 40'x18" CMP Proposed Cross Pipe
62+50 20'x18"CMP 40'x18"CMP Replace Cross Pipe__
63+30 30'x12"CMP 30'x15"HDPE Replace Drivewa Pi e
63+80 30'x24"CMP 40'x30"CMP Replace Cross Pipe, Live Water
65+50 36'x24"CMP 50'x30"CMP Replace Cross Pipe, Live Water

POLE DATA
Project: SR 1572 Kyles Creek Road
County: Henderson
Sheet 1 of 2
OWner: Duke Power Co.

Station

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

Remarks
Lt Rt. Lt Rt. Lt. Rt.
0+20 25 25 Pole
2+40 17 17 Pole
5+20 15 15 Pole
7+55 25 25 Pole
8+75 30 30 Pole
10+80 30 30 Pole
10+90 15 15 Guy
17+90 25 25 Pole
18+95 20 20 Pole
21+25 25 25 Pole
25+00 14 14 Pole
29+30 16 16 Pole
30+70 20 20 Pole
30+90 20 20 Guy
40+95 40 40 Pole
43+60 20 20 Pole
46+60 10 10 Pole
48+30 18 18 Pole
48+30 12 12 Pole
52+20 12 12 Pole
54+80 23 23 Pole
54+90 14 14 Pole
56+60 30 30 Pole
POLE DATA
Project: SR 1572 Kyles Creek Road
County: Henderson
Sheet 2 of 2
Owner: Duke Power Co.

Station

Number Pole Dist. From
Center Present
Road Dist. From

ject
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
58+70 15 15 Pole
60+75 12 12 Pole
63+00 20 20 Pole
65+20 20 20 Pole
65+30 20 20 Guy
67+00 22 22 Pole
67+20 22 22 Guy

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SR 1572, Kyles Creek Rd.
Henderson County
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SR 1572, Kyles Creek Rd.
Henderson County
Site #2, Inlet
SR 1572, Kyles Creek Rd.
Henderson County
Site #3, Inlet
SR 1572, Kyles Creek Rd.
Site #4, Inlet
SR 1572, Kyles Creek Rd.
Henderson County

Site #5, Inlet
JILL /tJ, IIULICL
SR 1572, Kyles Creek Rd.
Henderson County

Site #6, Inlet
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Site #6, Outlet
SR 1572, Kyles Creek Rd.
Henderson County
Site #7, Inlet
Site #7, Outlet
SR 1572, Kyles Creek Rd.
Henderson County
Site #8, Inlet
Site #8, Outlet

SR 1572, Kyles Creek Rd.
Henderson County
Site #9, Inlet

1
SR 1572, Kyles Creek Rd.
Henderson County
Site #10, Inlet
Site #10, Outlet

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SR 1572, Kyles Creek Rd.
Henderson County
SR 1572, Kyles Creek Rd. 1
Henderson County
Site #12, Inlet
Site #12, Outlet