20060111 Ver 1_Complete File_20060215

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Michael P. Fasley, Govemor
William G Ross Jr., Secretary
North Carolina Dcparnnent of Environment and Natural Resources
Alan W. Klimck. RE. Director
Division of Water Quality
??as ??MgrF iy ?? February 15, 2006
R?4gyc? Polk County
DWQ Project No. 060111
NCSR 1154 (Big Hungry 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 20 linear feet in two
(2) unnamed tributaries to Pulliam Creek (20 linear feet of new pipe and temporary dewatering), in order to make
improvements to NCSR 1154 (Big Hungry Road) in Polk County. The project should be constructed in accordance with
your application dated January 17, 2006 (received January 23, 2006), 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.
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 Sutface Mining Manual.
One
N
thCarolina
Natimally
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.
February 15, 2006
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. The NC Wildlife Resources Commission is requesting that in-stream work and land disturbance within the 25-foot
wide buffer zone, not be conducted 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 road construction project.
5. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of their size to
allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at least 12 inches below
the stream bottom to allow natural stream bottom material to become established in the culvert following installation
and to provide aquatic life passage during periods of low flow. This may require increasing the size of the culvert to
meet flow conveyance requirements. If any of the existing pipes are perched, they shall be removed and replaced, and
re-installed correctly, unless demonstrated that this is topographically unfeasible.
6. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary or permanent herbaceous cover should be
planted on all bare soil within fifteen (15) days of ground disturbing activities to provide long-term erosion control.
Erosion control mating should be used in conjunction with appropriate seeding on disturbed soils in steep slope and
riparian areas. Matting should be secured in place with staples or wherever possible, live stakes of native trees. Straw
mulch and tall fescue should not be used in riparian areas.
7. The dimension, pattern and profile of the stream, above and below this work, should not be modified by widening or
narrowing the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to
natural geomorphic conditions.
8. Stormwater shall be directed to vegetated buffer areas, grass lined ditches or other means appropriate to the site for
the purpose of pre-treating stormwater runoff, and must not be routed directly into streams. Mowing of existing
vegetated buffers is strongly discouraged, so that they may be utilized for stormwater diffuse flow.
9. Riparian vegetation should be preserved to the extent possible. Native trees and shrubs (e.g. Rhododendron, dog
hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be restored wherever possible
along the repaired slope and streambank to reestablish the riparian zone and to provide long-term erosion control.
10. Any riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation. Riprap should not be place in stream
channels in such a manner that it impedes aquatic life passage.
11. Heavy equipment should be operated from the bank rather than in the stream channels in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream. This equipment should be
inspected and maintained daily to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or
other toxic materials.
12. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
13. Excavation in the stream channel should be conducted in the dry, if possible. Sandbags, cofferdams, flexible pipe or
other diversion structures should be used to minimize excavation in flowing water.
14. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
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. 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 bank stabilization work. In-stream dredging has catastrophic effects on aquatic life, and disturbance of
the natural form of the stream channel will likely cause downstream erosion problems, possibly affecting other
landowners.

Mr. J. B. Setzer. P.E.
February 15, 2006
Page Three
17. 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.
18. All work shall be performed during low flow conditions (below bankfull).
19. 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 Nater Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
? STAT[ o
STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION RB?H
MICHAEL F. EASLEY
GOVERNOR
January 17, 2005
Mr. Steve Lund, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
SR 1154, Big Hungry Road
Polk County
LYNDO TIPPETT
SECRETARY

State Project # 140.075026 (DWQ Minor Permit Fee $200.00)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
drain and pave SR 1154, Big Hungry Road, in Polk 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. Big Hungry
Road is a dead end 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, a marked county map and USGS quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records for aquatic threatened or endangered species for the
unnamed tributary of Pulliam Creek. Additionally, there are no records of aquatic threatened
or endangered species for the entire Pulliam Creek watershed. The UT to Pulliam Creek is
small (6 feet wide) and does not have sufficient flow to support mussels. The impacts from
the culvert replacements will be minimal. Therefore, this project will have no effect on
aquatic threatened or endangered species.

2
There are records of white irisette (Sisyrinchitun dichotoinunt), a federally endangered plant,
from the nearby White Oak Mountain area and an excellent population exists along the right
of way of Skyuka Mountain Road. The nearest record of the white irisette is approximately
two miles from this project. Due to the proximity of a significant population of white irisette,
Owen Anderson, Environmental Specialist with NCDOT, surveyed Big Hungry Road on
December 7, 2005.
The habitat along Big Hungry Road appears to be significantly different than the habitat along
Skyuka Mountain Road. There is more pine, gradients are gentler and the forest is younger.
No evidence of white irisette was detected on Big Hungry Road. Although December is not
the optimum time of the year to detect white irisette, remnants of white irisette plants along
Skyuka Mountain Road were still identifiable.
For the above reasons, there will be "no effect" on threatened or endangered species.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all sedimentation control
measures during installation to ensure sedimentation is being effectively controlled. If the
planned devices are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
will remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributary to Pulliam Creek appears on USGS topographic maps. The stream
appears to have perennial flow. The channel is well defined and is composed of sand and
gravel. The channel lacks vegetation. For these reasons, we believe that the stream is 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 Broad River Basin.
Specifically, NCDOT is requesting to replace a metal culvert in an unnamed tributary to
Pulliam Creek. (DWQ Class C, Tr). Listed below is a summary of the proposed impacts.
Site No. ExistinCondition Proposed Condition Net
Station Impacts
Site 1 -15+50 30'x 18" CMP 40'x 18" CMP 10'
Site 2 -17+65 30' x 72" CMP w/ headwalls 30' x 72" CMP w/ headwalls 10'
r 1)n+
i otai impact /- V
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,
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
Ms. Denise Moldenhauer, Biologist, USFWS (Courtesy Copy)
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., Polk 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 1154 - Big Hungry Road
Polk County
NCDOT Division 14
Office Use Only' Form Version May 2002
USACE Action ID No. D`VQ No. 2 0 0 6 0 1 1 1
Il t_. ?__-I___I- it ,.-II T/All
(It any particular item is not appueaoie to tilts prL)Jcci, Yicaac cuMi i.v< niry.,..av . , ....../
I. 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 Address: in ibbs dot state nc us
Pane 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 1154, Big Hungry Road Extension
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: Polk Nearest Town: Hendersonville (Henderson Co.)
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of
Interstate 26 and SR 1783, take SR 1783 east approx 1.25 miles to SR 1802. Turn right on
SR 1802 Follow SR 1802 for approx 3.7 miles to the county line. SR 1802 becomes
SR 1154 Follow SR 1154 for approx 1 1 miles to the beginning of the protect at the end of
pavement Go 1,550 feet to the Site 1 Site 2 is 215 feet past Site 1 The protect continues up
SR 1154 for an additional 1,440 feet beyond Site 2 to the dead end.
5. Site coordinates, if available (UTM or Lat/Long): Site 1. 35.29111° N : 82.321390 W
Site 2: 35.29250° N • 82.32028° 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): UT to Pulliam Creek (Class: C, TO
8. River Basin: Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/admin/mays/.)
Page 2 of 8
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
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
rel2laced/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.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 8
I. 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
extend/replace two culverts in an unnamed tributary to Pulliam Creek (DWQ Class: C, TO.
Impacts are listed in table below.
T._ A•__' j---I i.. 1:..4 . ..41.....1 ? r,nn4c 11nlrm/•
/,. 111U1V1U
Wetland Impact UU11 11JL VVL+L1u11 LL 1111 -,
Area of vv.v ...
Located within
Distance to

***
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland
(indicate on ma) (acres) (es/no) (linear feet)
N/A
._ . _ .:__..... 1.... . r. ;,..,1 .n• merhani7M cle?rinn_ emdine. filh excavation,
+ List each impact separately and identity temporary impacts. uili)-- u,c ,U.c, u em. U•? ••?• •••••••-? •-• •••__.._..._-- ---
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 httn://www.fema.Uv.
+++ 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
n •_-j__..a..-11..1:..4 .,11 ..,4orr +fnnf nnrl narPnninl stream impacts below:
-1. 111ULVLU
Stream Impact
Site Number
indicate on ma) Uc111 11JL all 111L?

Type of Impact* alll,llV11 ....
Length of
Impact
(linear feet .. __-_

Stream Name**
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
(please seci )
Site #1 Culvert 10 UT to Pulliam Creek 1' Perennial
Site #2 Culvert 10 UT to Pulliam Creek 6' Perennial

?..• _-- - . n...:...,7 .,.. -.1-- -A -nei ntfti rin-ran. dams (separately
? ?• -• - - --- -
List each impact separately and identity temporary impacts. impacu mcluuc, -- . .. . .......
list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall,
rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear
footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named
stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.uses.eov. Several internet sites also
allow direct download and printing of USGS maps (e.g., www tonozone.com, www manctuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 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 Type of Impact*
indicate on ma
N/A
bulkheads, etc.
and identify temporary
Area of Name Waterbody Type of waterbody
Impact (if applicable) (lake, pond, estuary, sound,
(acres) bay, ocean, etc.
ts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage,
Page 4 of 8
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.
Pavement widths have been reduced from 20' to 18' to minimize overall impacts to the proigct.
At approx stations 23+00 and 29+50 through 31+50 where the small stream is fairly close to the
road the staking offsets for clearing have been reduced from 5' to 0' in order to minimize the
loss of canopy trees along the stream
Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC'
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
Page 5 of 8
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/stn-ni!ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina 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): 20
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
Page 6 of 8
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone L extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
X. StormNvater (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
Page 7 of 8
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).
.5? d
7?!7
/ /Ia 6re
,4 Applicant/Agent's Signature Date'
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1154 EXT. (Big Hungry Rd.)
LOCATION: Begin at the end of pavement and continue in a
westerly direction for a total distance of 3205 feet to the end of the project at
STA 32+05.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: 14C.075026 PRIORITY:
COUNTY: Polk TOWNSHIP: Saluda
DATE: 08-04-05 SCALE: 1"=50'
NOTES: 50' RIW Current ADT Bracket 0-360
.61 mi. Design ADT Bracket 0-600
Water: Class C; Trout PREPARED BY: TSW
50, O!)
RIGHT OF WAY
CENTERLINE
6' 9, 9' 4' 3'
ASPHALT PAVEMENT
SHOULDER SHOULDER
DITCH
C 11
MAX SLOPE
FILL 11/2:1
CUT 1:1
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH ---------------------------------------------- TSB
245.05
TEMPORARY DIVERSION ..............................................
-TD
893.01 TEMPORARY SILT FENCE --------------------------------------------- i; i i;11
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 -----••-•----•-•-------•--- --•-- ?>
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A -------•-•---•----- ----
892.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ------------------- ------
897.01 ROCK PIPE INLET PROTECTION -------------------------------------------- .

01
894 .

--------------------------------------•-
ROCK SILT SCREEN ------------------
------
. ----------------- ----- --- ..
245.04 STILLING BASIN
1
---------------- .....................
RR ?
868.01 J
RIP RAP ----------------------------- .
DITCH LINER •-----------------•-----------------------•---------------
ENVIRONMENTALLY SENSITIVE AREA---'--""""'-""'
PIPE OUTLET ENERGY DISSAPATOR-------------------------------- --------
EROSION CONTROL MATTING ----------------------------------- Ecr.t---
FIBER GLASS ROVING ------------------------------------
•--------------•----•--•--------

---
SILT CHECK DAM TYPE-A----------------•'-'
•--"-
SILT CHECK DAM
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
ihstallation of erosion control measures and perform maintenance as needed
on existing measures.
9 Establish permanent vegetation as soon as possible.
PIPE DATA SR 1154 EXT. (BIG HUNGRY ROAD
County: Polk WORK ORD ER : 14C.0 75026
STATION PRESENT
SIZE PROPOSED
SIZE NOTES-
3+65 50'X18"CMP Proposed Cross i e
6+85 50'X18" Cb1P Proposed Cross i e
10+50 50'X18" CMP Proposed Cross i e
13+90 50'X18" CMP Proposed Crosspipe
15+50 30'X18" CMP 40'X18" CMP Replace Crosspipe; Live Water
17+10 20'X18" HDPE Proposed Driveway Pipe
17+65 30'X72" CMP 40'X72" CMP Replace Crosspipe; Live Water; Headwalls
17+90 30'X15" HDPE Proposed Driveway Pipe
18+95 50'X18" CMP Proposed Crosspipe
21+42 20'X18" CMP 40'X18" CMP Replace Crosspipe
27+70 25'X18" CMP 50'X18" CMP Replace Crosspipe
30+90 50'X18" CMP Proposed Crosspipe

POLE DATA
Project: SR 1154 EXT. (Big Hungry Road)
County: POLK
Sheet 1 of 1
Owner: Duke PowerBellsouth
Work Order: 140.075026

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist Center
Project After
Moving
Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
3+18 18 18 Multi-use pole
6+13 10 10 Multi-use pole
9+15 10 10 Multi-use pole
11+45 16 16 Multi-use pole
12+90 15 15 Multi-use pole
14+15 17 17 Multi-use pole
18+70 13 13 Multi-use pole
21+63 20 20 Multi-use pole
25+34 27 27 Multi-use pole
27+48 22 22 Multi-use pole
28+45 23 23 Multi-use pole
30+07 25 25 Multi-use pole
32+16 Possible Guy to be moved
for C-D-S

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Site # 1 Sta. 15+50 Coordinates 35.29111 N / 82.32139 W
SR 1154
Big Hungry Road Extension
Polk County
Existing & Prop. Center Line

---------
1
------------- ------------
---------
2
Inlet Invert Elev. Replace Existing 30', 18" CMP Oulet Invert Elev.
994.6 with 40', 18" CMP 992.2
Thalwegs Approximately 20' from shoulder of existing road
1 994.4
2 992.3
See plans for erosion control * Drawing not to scale
Site # 2 Sta. 17+65 Coordinates 35.29250 N / 82.32028 W
SR 1154
Big Hungry Road Extension
Polk County
Existing & Prop. Center Line
2 -------- -------------- ------------ --------- 1
Oulet Invert Elev. Replace Existing 30', 72" CMP Inlet Invert Elev.
996.3 and headwalls with 997.1
40', 72" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 997.6
2 994.5
See plans for erosion control
L * Drawing not to scale

Polk County
SR 1154 - Big Hungry Road

Site 1 - Sta 15+50
Inlet

;i

Site 2 - Sta 17+65
Inlet
Outlet

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