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June 2, 2006
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'?Re, DWQ Project No. 060751
NCSR 1135 (Shook Cove 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 incur the following impacts
in order to make improvements to NCSR 1135 (Shook Cove Road) in Jackson County:
• 82 linear feet of new piping impacts in six (6) unnamed tributaries to the Tuckaseegee River (Bear Lake); and
• 120 linear feet of stream relocation between Station 22+62 and Station 23+82; and
0.065 acres of wetland fill between Station 8+55 and Station 9+70.
The project should be constructed in accordance with your application dated April 28, 2006 (received May 4, 2006),
including the environmental commitments 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 Water Quality Certification will expire with the accompanying
404 Permit issued by the US Army Corps of Engineers.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 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.
North Carolina Division of Water Quality 2090 U.S. I lighway 70 Swannanoa, NC 28778
Internet: www.ncwaterquality.org

Alan W. Klimek, P+' ' . Director
Division of Water Quality
Michael F. Easley, Governor
William G. Ross 1r., Secretary
North Carolina Department of Environment and Natural Resources
one
N thCarolina
vVatumlly
Phone [phone] Customer Service
PAY [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer
Mr. J. B. Setzer, P.E.
June 2, 2006
Page Two
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.
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. All channel relocations will be constructed in a dry work area and stabilized before stream flows are diverted.
Channel relocations will be completed and stabilized, and must be approved on site by DWQ staff, prior to diverting
water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire
growing season. Vegetation used for bank stabilization shall be limited to native woody species, and should include
establishment of a 30-foot wide wooded and an adjacent 20-foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practicable. A transitional phase incorporating coin fiber and seedling establishment is
allowable. Also, riprap may be allowed if it is necessary to maintain the physical integrity of the stream, but the
applicant must provide written justification and any calculations used to determine the extent of riprap coverage area.
8. Compensatory mitigation for impacts to 202 linear feet of streams at a replacement ratio of 1:1 is required.
Compensatory mitigation for impacts to jurisdictional streams shall be provided by onsite stream relocation of 120
linear feet. We understand, based on the 401 Certification application, that you have chosen to perform compensatory
mitigation for the remaining 82 linear feet through the North Carolina Ecosystem Enhancement Program (EEP).
9. All stormwater runoff shall be directed as sheet flow through stream buffers at nonerosive velocities, unless otherwise
approved by this certification.
10. 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.
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 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.
'4r. J. B. Setzer, P.E.
June 2, 2006
Page Three
12. 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.
13. 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.
14. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
15. 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.
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
17. 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 p1I and possible aquatic life and fish kills.
18. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
19. 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.
20. 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.
21. 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.
22. 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.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
4 I y
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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 28, 2006
LYNDO TIPPETT
SECRETARY
Mr. Steve Lund, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers f t
151 Patton Avenue, Room 208 --
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
SR 1135 - Shook Cove Road
Jackson County 1117-r-
State Project No. 14C.050058 (DWQ Minor Permit Fee $200)
Dear Mr. Lund:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1135, Shook Cove Road, in Jackson County from the end of pavement for a distance of
3,575 feet. This proposal entails widening and paving the existing gravel road to a standard 18-
foot roadway. The proposed improvements of SR 1135 have been identified as necessary
maintenance and safety improvements. Funds have been allocated for this project, and NCDOT
would like to perform these activities sometime during the 2006-07 paving season.
I am sending 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, cross sections,
drawings for pipe culvert replacements as well as a marked county map and USGS quad map.
We propose to install the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing stream
gradients to remain as unchanged as physically possible.
The North Carolina Natural Heritage Database was checked for records of federally threatened
and endangered species. There are no records listed for the unnamed tributaries to Tuckasegee
River (Bear Lake). Additionally, there are no records for the adjacent watersheds, Kiesee Creek
and Turkey Branch. The streams flow to Bear Lake a short distance downstream of the project.
The impacts from replacing and extending culverts should be relatively minimal. For these
reasons, we believe that there will be "no effect" on threatened and 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 erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The rock silt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Impacts to Waters of the United States
The unnamed tributaries to Bear Lake are small and are not shown on the topographic map.
However, the streams appear to have perennial flow. The streams have well defined channels
with sand and silt substrates. The channels lack vegetation. For these reasons, we believe these
streams are under the jurisdiction of the U.S. Army Corps of Engineers. 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 Little Tennessee River Basin. Specifically, NCDOT is
requesting to extend/replace seven metal culverts and perform one channel change in unnamed
tributaries to the Tuckasegee River (DWQ Class WS III & B Tr). Listed below is a summary of
the proposed impacts.
Site No.
Station Existing
Condition Proposed Condition Net Impacts
Site 1 3+48 31' x 18" CMP 60' x 18" CMP 29'
Site 2 9+00 30' Rock Culvert 50'x 18" CMP 20'
Site 2A 8+55-9+70 Linear Wetland
0.065 acres Fill for Road 0.065 acres
Site 3 10+15 38' x 24" CMP 39'x 36" CMP 1'
Site 4 21+26 52'x 24" CMP 68' x 36" CMP 16'
Site 5 25+13 50' x 24" CMP 50' x 48" CMP 0'
Site 6 28+04 41' x 18" CMP 53' x 36" CMP 12'
Site 7 8+45 20' x 18" CMP 25' x 24" CMP 5'
Site 8 22+62 to 23+82 Stream Relocated Stream 120' 0'
Permanent Wetland Fill 0.065 acres
Permanent Stream Impact 82 linear feet
Relocated Stream 120 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 requesting 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 me at [phone].
Your early review and consideration will be greatly appreciated.
V rely
G
han L. Woodard, E.
District Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Ms. W. H. Roach, County Maintenance Engineer, NCDOT
Office Use Only: Fo V ion May 2002
20060 1eT
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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: ?
H. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 345 Toot Hollow Road
Bryson City NC 28713
Attn : J L Woodard PE District Eneineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jwoodardndot state nc us
2. Agent/Consultant 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: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Widen grade drain and pave SR 1135 Shook Cove Road in Jackson
County -
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.050058
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Jackson Nearest Town: Cullowhee
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Sylva take NC 107 towards
Cashiers Turn left on SR 1135 Go to the end of the pavement This is the project.
5. Site coordinates, if available (UTM or Lat/Long): Attached
(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): 2.22 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Tuckaseee River WS III & B, Tr
8. River Basin: Little Tennessee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp•//li2o.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 woodlands
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
This project includes cutting and filling earthwork where needed replacing old drainage
structures that are inadequate making the road safer by changing the road profile, and
paving Equipment to be used will be Track Hoes Back Hoes Dump Trucks, Bulldozers,
Manual Labor, etc.
11. Explain the purpose of the proposed work:-
To pave widen the shoulders and improve the alignment of SR 1135 to meet current
NCDOT 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.
No additional permits have been applied for in the past
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.
No additional permits are anticipated
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 9
1. Provide a written description of the proposed impacts: Culvert Extensions
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***
2A @ Station
8+55 to 9+70 Fill 0.065 No 45 Riverine

* List each impact separately and identify temporary impacts. Impacts mctuae, nut are not tmuted to: mechanized ctuuuig, FIIauu,g, lu,,
excavation, flooding, ditching/drainage, etc. For darns, 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 httnl/w??w.fema.?ov.
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: 0.065
Total area of wetland impact proposed: 0.065
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream Before
Impact Perennial or
Intermittent?
(please specify)
1@ Station 3+48 Culvert Extension 29 UT to Tuckasegee 6" Perennial
2 @ Station 9+00 Culvert Extension 20 UT to Tuckasegce 1' Perennial
3@ Station 10+15 Culvert Extension 1 UT to Tuckasegee 2' Perennial
4@ Station 21+26 Culvert Extension 16 UT to Tuckasegee 2' Perennial
5@ Station 25+13 Culvert Extension 0 UT to Tuckascgee 3' Perennial
6@ Station 28+04 Culvert Extension 12 UT to Tuckascgce 2' Perennial
7@ Station 8+45 Culvert Extension 5 UT to Tuckascgce 2' Perennial
8@ 22+62 to 23+82 Channel Change 0 UT to Tuckasegce 4' Perennial

List each impact separately and identify temporary impacts. Impacts include, out are not tmuted to: cutvens and ussmiauu rtp-iap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net losstgain),
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 9
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.usgs.,ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., w-\kw.topozone.coin,
wltiw.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 83
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 Watcrbody
(if applicable) Type of Watcrbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not hnuted to: fill, ercavation, dredging,
flooding, drainage, bulkheads, etc.
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.
Impacts cannot be avoided Culverts must be extended in order to train the necessary width
to improve SR 1135 to current NCDOT standards All pipe extensions will be placed below the
existing stream bed gradient so natural substrate can be re-established.
Page 5 of 9
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
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://l12o.enr.state.ne.us/ncwetiands/strm,idc.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
Page 6 of 9
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
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federaVstate) funds or the use of public
(federaVstate) 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
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 tile 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 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
N/A
XI. Stormwater (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.
Stormwater will be diverted through settling basins or grass lined buffers prior to entering
streams (See erosion control plat
XU. 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.
No wastewater will be generated from the proposed project
X1H. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 9
SITE COORDINATES
Site I
N 35.249°
W 83.099°
Site 2
N 35.249°
W 83.097°
Site 3
N 35.249°
W 83.097°
Site 4
N 35.247°
W 83.094°
Site 5
N 35.246°
W 83.093°
Site 6
N 35.247°
W 83.093°
Site 7
N 35.249°
W 83.097°
Site 8
N 35.247°
W 83.094°
Page 9 of 9

EROSION CONTROL PLANS
JACKSON COUNTY
ROAD NAME: SHOOK COVE RD.
SR NUMBER: 1 135
WORK ORDER NUMBER: 1 4 c . 050 ? 2.1
FROM: END OF PAVEMENT- 3E`75 'to EOP
R/W WIDTH: 45'
SCALE: 1 a=50'
DATE E.C.PLANS COMPLETED: 3/4/05
DESIGN YEAR: 2028
DESIGN ADT: 400
RIVER BASIN: LITTLE TENNESSEE
UNNAMED TRIBUTARY TO TUCKASEGEE RIVER
CLASS C
qe-,\/jsc---D 11-113-65
lerosion control.dgn 03/04/05 08:19:34 AM
Erosion Control Details and Specifications
Std # Description S Mbol
1630.03 Temporary Silt Ditch --
1630.05 Temporary Diversion
1605.01 Temporary Silt Fence -
1622.01 Temporary Slope Drain and Earth Berm T `- `- `- .
1630.01 Riser Basin
1630.02 Silt Basin Type B
1633.01 Temporary Rock Silt Check Type A
1633.02 Temporary Rock Silt Check Type B D
1634.01 Temporary Rock Sediment Dam Type A
1634.02 Temporary Rock Sediment Dam Type B
1635.01 Rock Pipe Inlet Protection Type A
1635.02 Rock Pipe Inlet Protection Type B ?_J=
1636.01 Rock Silt Screen
1630.04 Stilling Basin I
1632.01 Rock Inlet Protection Type A `, .
1632.02 Rock Inlet Protection Type B
1632.03 Rock Inlet Protection Type C C
'
- Environmentally Sensitive Area

Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at other
discharge points after clearing but before grubbing
• Clcar and Clean outfall ditches leaving side slopes at an angle that can be retained by
vegetation. Thcsc areas will require stage seeding and mulching.
• Bc-in grading of roadway ditches. Place erosion control measures along roadway
flitches as,,radiw, pro,,resses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is completed.
(Note there are 15 workin, days/10 calendar days to complete seeding and mulching,.
A working, day is delined as a day CXClusive of Saturday or Sunday (1uring, which
wcalhcr condilions or sail conditions permit land-disturbing, activity.)
• Clean out 111d/or rework all temporary erosion control measures alter any signif icant
rainfall event (eras otherwise needed). 'T'hese mcasures should be maintained until a
permanent ve elativQ cover is cstahlisllcd.
Wet Pipe Install:ttion Schedule
a Install erosion control devices.
o Remove material and existin, pipe while lintiiin,, as much as possible, material and
sediment from entering; the stream and/or escaping from the project.
• IYCIMre pipe litund;tlioll wwhile Iakill." care to 1111111 m,llerial Intl setlinlenl 11,017
enterin`, the stream and/or escaping from the project. Wilcre possible new grade
should be below the existing stranmbed. If needed, bedding material will be clean
stone (especially in Trout and hlQW waters).
• Place nerr pipe and compact fill
• Install slope protectio;; oa outlet and inlet ends of pipe. Also conipIcte installation of
Crosioll Conil'lll Itleasures and perform maintenance ,is needed on cxkm, measures.
0 Establish permanent vc,,etation as soon ns possible.
t.
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SITE •1 JACKSON CO.
STA. 3.48 SR 1135
BRANCH SIZE 6' W X 2' D SHOOK COVE RD.
EXIST. 31' X 18' CMP
PROP. 60' X 18' CMP
SKEW 95'
PROP. EXIST.
CL CL
' I
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I 6'

I I I
95 I

EXT. OUTLET
END 29' i I
9, I 9,
I ?
I
PROP. EXIST PROP. EXIST
EDGE EDGE
EP
EP
TL
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TL JACKSON CO.
SR 1135
SHOOK COVE R0.

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SITE 03
STA. 10.15
BRANCH SIZE 2' W X 1' D JACKSON CO.
SR 1135
SHOOK COVE RD.
EXIST. 38' X 24" CMP
PROP. 39' X 36' CMP
SKEW 80•
PROP._ EXIST. EXIST. -PROP.
CL - ET CL - EP

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EXT. OUTLET
END 12' 9' I 9'
I CUT OFF INLET
END 11'
I
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PROP, EXIST PROP
EP EDGE EP
TL
EXIST
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PROP.
SKEW •4
21.26
SIZE 2' W X 4' D
52' X 24' CMP
68' X 36' CMP
105•

f

EXT. OUTLET
END 16'

ROP. EXIST.-PROP.
CL CL - EP
I I I
i I I
I I I
I I I

I _

I
I 9' I 9
I I I
I I I
PROP. EXIST PROP. EXIST
EDGE EDGE
EP TL EP TL JACKSON CO.
SR 1135
SHOOK COVE RD.

N

20'

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SHOOK COVE ROAD (SR 1135)
JACKSON COUNTY
STREAM RELOCATION
April 5, 2006
STREAM RELOCATION PLAN
Objectives
The NC DOT proposes to pave Shook Cove Road, SR 1135 in Jackson County. This road provides
access to a public boat launch on Cedar Cliff Lake and to numerous homes in the area. An
unnamed tributary to the East Fork Tuckaseigee River crosses this road and runs adjacent to the fill
slope on the northeast side of the existing gravel. This will require relocating the stream for
approximately 126 feet to accommodate the new fill slope. The attached plan relocates the stream
approximately 15 feet to the north east and includes restoring the stream to a reference dimension,
pattern, and profile as well as enhancing biological integrity.
Project Description
The existing stream emerges from a narrow wooded colluvial valley to a cleared Type II valley in
the vicinity of the road crossing. The stream is not a blue line on the USGS 7.5 minute quadrangle
maps but appears to be perinneal. The existing segment of the stream adjacent to the road is
severely impacted by grading and channelization upstream from the road crossing and from road
maintenance operations. Plans, profile, and cross sections are attached.
Reference Reach
The reference reach used is in the Mills River Watershed, located 0.6 miles west of Mills River
Campground, 0.45 miles west of the bridge over Mills River, and 429 to 984 feet north of North
Mills River Road on an unnamed tributary to Rocky Branch. The reference reach consists of 3
segments of the tributary which are on the same 700'+/- reach of stream. Although the reference
reach is in a different watershed, it is similar in valley type, slope, and watershed area. Cross
Section No. 3 has a lower width-depth ratio than the other cross sections. This cross section is used
primarily as a check on area and flow.
Site Maps
Location maps of the site and the reference reach are shown on the following pages.
Site Plans
Plans for the restoration include the plan view showing relative locations of proposed features, a
profile view showing grade control, typical sections at specific locations, and details of various
structures used for stability.
The watershed of the stream to be relocated is primarily forested in the upper reach and is less
wooded with residential and farm use in the vicinity of the road. An abandoned field lies beside
the stream opposite the road. The stream is connected to a floodplain in the edge of this field at
only one location at and below the cross section at station 22+80.
The lateral stability of the existing stream is supported by the large woody vegetation and
associated root mass. Tendency toward moderate lateral instability at and just below the cross
section at station 22+82 will be lessened by the decreased sediment supply from the gravel road to
be paved.
Vertical instability of the existing stream is evidenced by the increasing bank height over the reach
studied. Measures to control this instability in the relocated section include decreased slope
between steps that are grade controlled with rock weirs.
The lateral stability prediction for the reference reach included factors indicating moderate
instability. These were primarily tight meanders due to site constraints and the steep side slopes
that originate immediately at the bankfull width. These can be reduced or eliminated in the
proposed stream relocation by establishing stable meanders and by constructing a bankfull bench
adjacent to steep side slopes as illustrated in the cross section drawing. Rosgen recommends a
bankfull bench on the outside of bends of at least 10% to 15% of the bankfull width. The cross
section drawing uses 1.2 - 2.0 feet, which is 20% - 33% of the bankfull width.
The vertical stability prediction for the reference reach indicated stability with a slight tendency for
degradation, however, this tendency was also due to bank height ratio, which will be rectified in the
proposed stream relocation.
Sediment Transport
Entrainment calculations of the reference reach indicated that particles in the range of 150 - 400
millimeters were being transported across the cross sections. The shear stress in the proposed
channel at bankfull flow should also transport this size particle.
Particle counts were made at each of the 3 cross sections as well as along the length of each of the 3
segments of the reference reach. Velocity determinations were made at each of the three cross
sections using local slope.
Sediment transport calculations results are supported by visual observations within the stream. The
stream bed appeared to be made up of a bimodal distribution. The D84 particle sizes were in the
range of .2 mm to 15 mm except for Cross Section No. 2 which had a D84 particle size of 97 mm.
The smaller particles were bright while the larger particles of 100 mm to 500 mm were dull and
supported moss growth. This indicates that the larger particles were on the upper end of the
competence ability of the stream to transport at bankfull flow. The smaller particles are moved
regularly down the watershed while the larger cobbles and boulders accumulate from colluvial
deposits and are more likely to become imbedded.
The proposed stream is designed to transport particles in the range of 250 - 300 millimeters by
setting the step spacing close enough to cause a relatively uniformly sloped bankfull height along
the reach. Care should be taken to avoid long step spacings which will isolate the slope between
steps and result in a local slope that is insufficient to transport sediment particle sizes.
Buffer and Planting Requirements
Native Grass Seeding And Mulching
rate per acre (hectare) will be determined by the Engineer prior to the time of top dressing and the
Contractor will be notified in writing of the rate per acre (hectare), total quantity needed, and areas
on which to apply the supplemental seed. Minimum tillage equipment, consisting of a sod seeder
shall be used for incorporating seed into the soil as to prevent disturbance of existing vegetation. A
clod buster (ball and chain) may be used where degree of slope prevents the use of a sod seeder.
Mowing:
The minimum mowing height shall be 6 inches (150 mm). Native Grass Seeding and Mulching
shall be performed in accordance with Section 1660 of the Standard Specifications and vegetative
cover sufficient to restrain erosion shall be installed immediately following grade establishment.
Stream Bank Reforestation Materials:
Stream bank reforestation will be planted in areas designated on the plans and as directed by the
Engineer. Type I Stream bank Reforestation shall be live stakes, planted along both stream banks.
Coir fiber mat shall be installed on the stream banks where live staking is to be planted as shown
on the stream bank typical cross section and in locations as directed by the Engineer. Work
includes providing all materials, excavating and backfilling, and placing and securing coir fiber
mat. Provide matting to meet the following requirements:
100 % coconut fiber (coir) twine woven into a high strength matrix.
Thickness - 0.30 in. minimum. (7.6 mm)
Tensile Strength - 1348 x 626 lb/ft minimum (1650.5 x 766.5 kg/m)
Elongation - 34% x 38% maximum
Flexibility (mg-cm)- 65030 x 29590
Flow Velocity- Observed 11 ft/sec (3.35 m/s)
Weight - 20 oz/SY (678 g/SM)
Size - 6.6 x 164 ft (120 SY) or (100 SM)
"C" Factor - 0.002
Open Area (measured) - 50%
Provide wooden stakes 12 in. (300 mm) in length with a notch cut 1 in. (25 mm)from top. Place
the matting immediately upon final grading. Provide a smooth soil surface free from stones, clods,
or debris which will prevent the contact of the matting with the soil. Take care to preserve the
required line, grade, and cross section of the area covered. Unroll the matting and apply without
stretching such that it will lie smoothly but loosely on the soil surface. Bury the top slope end of
each piece of matting in a narrow trench at least 6 in. (150 mm) deep and tamp firmly. Where one
roll of matting ends and a second roll begins, overlap the end of the upper roll over the buried end
of the second roll so there is a 6 in. (150 mm) overlap. Construct check trenches at least 12 in. (0.3
m) deep every 50 ft. (16 m) longitudinally along the edges of the matting or as directed by the
Engineer. Fold over and bury matting to the full depth of the trench, close and tamp firmly.
Overlap matting at least 6 in. (150 mm) where 2 or more widths of matting are installed side by
side. Place stakes across the matting at ends, junctions, and check trenches approximately 1 ft. (0.3
m) apart with notch facing up slope. Place stakes along the outer edges and down the center of
each strip of matting 3 feet (1 meter) apart. Place stakes along all lapped edges 1 ft. (0.3 m) apart.
Refer to details in the plan sheets.
The Engineer may require adjustments in the trenching or staking requirements to fit
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Name: BIG RIDGE Location: 035° 15'36.17" N 083° 06'36.74" W
Date: 4/5/2006 Caption: Shook Cove Road, SR 1135
Scale: 1 inch equals 2000 feet Drainage Area = 28.3 acres
12 miles SE of Sylva
Copyright (C) 1998, Maptech, Inc. /
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?pandix E DWQ Stream Habitat Evaluation Form
x/'.49 Revision 4
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams

Dir actions for use of this Assessment: The observer is to survey a minimum of loo*metcrs c.`. , -rein an upstream
direction starting above the bridge pool and the road right-of-way. The stream segment i represent average
str: am conditions. In order to perform a proper habitat evaluation the observer needs to t',^ stre• m..:11 m:;ter readings
ne::d to be performed prior to walking the stream. When working the habitat index, selc,::* i1j... sc, ;.Pti.-,a whic;t best fits the
observed habitats and then circle the score. If the observed habitat falls in between two sr.lect an intermediate score.
There are eight different metrics in this index and a final habitat score is determined by a.'..*:;i .,,'i•; rc.-!:,ts Jrcr.m the different
metrics.
. Slwohs 00ve? SR ll3$
Srcwnq 7 E. Folk I`UC.Aasi;9ee_Location/Road.Za -t?o;L - 7- 3-t*2 Cou:;t' BG
1"aT 3 -g O(o CC# -7 S-5 Basin_?,? ?$yttt E?fSul?'.
_?bs- rvcr(s)?Qet? ?1/K, Office Location Pi v /q S7ly a Agency _G DO ,
Tvae of Study: Fish Benthos Basinwide. Special Study (Describe)jeQnt
o ?
L atitude35 A'Yiq. (.,Longitude ? o 5 AN.11?coregion (circle one) 0 P D:;
BCD r..._.s
Physical Characterization: Land use refers to immediate area that you can see frcra io.. - i, clnde what you
see driving thru the watershed in the remarks section. Also use the remarks sect., r::::->:... '.•:,cr !ai ; ,; "deeply
i_v :is d" or "exposed bedrock" or other unusual conditions. as
Land use: Forestgo Active Pasture (7
/_°io Active Crops?°roFallow Ficids, fa ?.,
Industrial % Residential 70 % Other, `%-Describe: --
'Width: (meters) Stream Channel Average Stream Depth: (m)?? S'elocity m/sec
Flow conditions (circle one): High Normal Low
Manmade Stabilization: Y[ J NM Describe:
Water Quality: Temperature °C Dissolved Oxygen
Turbidity: (circle) Clear Slightly Turbid
mg/l Conductivity umhos/cm • pH
Turbid Tannic
Weather Conditions: (',(ea t Lya r /ft Photo #
Remarks:
The Internal Technical Guide for Stream Work in North Carolina
1? 3
22

W. 1"1:2ol Variety Pools are areas of deeper than average maximum depths'with little or no surface turbulence. Water vclocities",

as.;c^is:cd with pools are always slow. Pools may take the form of "pocket water", small pools behind boulder %.
or o ktructioas
in ':"
,h gradient streams. ,
A. Pools present y?

i. Pools Frequent (>30% of 100m area surveyed) ter,
'-
a. variety of pool sizes ...................................................
.........................................
b
. pools same size ...................
10
..
2. Pools Infrequent (<30% of the 100m area surveyed)
a. variety of pool sizes .........................................................
.
..............................
b
l
.poo
s same size ...:.......................... :..........................................:.......................................
-
Fools absent
1. Puns present .................................................................................................................................... 3
2. Runs absent ......................
O ar..aark$ 'al

r`l is t.abrtat$ ?
Riffles P:.:, aen: :, ; as :afrequcat
`? •?rc :;,pro
wz:11 defined riffle and run, riffle as wide as stream and extends 2X width of stream..... ;
?'. rff e as wide as stream but riffle length is not 2X stream width ..................................... i?
C. r;ffl. not as wide as stream and riffle lencyth is not 2X stream width
.................
......
.
J. if fis absent..... ......................................................................................
.
.
.

.Fink Stability and Vegetation '
. ... .. ?._.:.: ?•r.? ht. Bart;
. C7 ,
_ ?.. TA .irks stable n"ore,
-
1. no evidence of erosion or bank failure, little potential for erosion ................................... 7
ij. Lrosion areas present
1. diverse trees, shrubs, grass; plants healthy with good root systems ........... 6
..................... 0
2. few trees or small trees and shrubs; vegetation appears generally healthy ...................... 5
3. sparse vegetation, plant types and conditions suggest poorer soil binding ....................... U
4. mostly grasses, few if any trees and shrubs, high ersosion and failure potential at high glow 2 2
5. no bank vegetation, mass erosion and bank failure evident ............................................ 0 0
Total ?,
Remarks
VII. Light Penetration (Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block
out sunlight when the sun is directly overhead).
Score
A. Stream with good shading with some breaks for light penetration ............................................. 10
B. Stream with full canopy - breaks for light penetration absent ..................................................... 8
C. Stream with partial shading - sunlight and shading are essentially equa .................................... 7
D. Stream with minimal shading - full sun in all but a few areas ....................................................... 1)
E. No shading ....................'.............................................................................................................. 0
Rem
Subtotal
The Internal Technical Guide for Stream Work in North Carolina ? ? 24
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CLEARING - I -BEGIN SEGMENT 2, STATION 644
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b
MILLS RIVER ROAD (GRAVEL)
MILLS RIVER 8.45 MI.. In
-
ROCKY BRANCH
REFERENCE REACH
UT Turnbreeches Creek Relocation
Hog Rock Road (SR 1703)
Henderson County
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3 -7
Appendix E DWQ Stream Habitat Evaluation Form
5199 Revision 4
Habitat Assessment Field Data Sheet
Mountain/ Piedmont Streams
Directions for use of this Assessment: The observer is to survey a minimum of 100 meters of stream, preferably in an upstream
direction starting above the bridge pool and the road right-of-way. The stream segment which is assessed should represent average
stream conditions. In order to perform a proper habitat evaluation the observer needs to get into the stream. All meter readin-s
need to be performed prior to walking the stream. When working the habitai index, select the description which best fits the
observed habitats and then circle the score. If the observed habitat falls in between two descriptions, select an intermediate score.
There are eight different metrics in this index and a final habitat score is determined by adding the results from the different
metrics.
/?- O.4'S nti?Qs West
Stream j/ }- pT Location/Road % j jj5 R i V'eY Counh'_Y?h???1l P?''r?1
?j 1 .
Date -r ?S CC# (>'5*q_Z- ? Basin ?reh&4 8rv? Subbasin
Observer(s)_J / W ' /yG DC'l
t Office Location _je(V. /y- JYI,-w Agency
Type of Study: Fish Benthos Basinwide Special Study (Describe)
01
Latitude S z t,3/ Longitude ?f? • / ? Ecoregion (circle one) ©p Distance Surveve DD meters
Physical Characterization: Land use refers to immediate area that you can see from sampling location - include what you
see driving thru the watershed in the remarks section. Also use the remarks section for such descriptions as "deeply -
incised" or "exposed bedrock" or other unusual conditions.
Land use: Forest ?% Active Pasture ',o Active Crops ;o fallow Fields Commercial
Industrial Residential '/o Other %-Descri
Width: (meters) Stream Channel - Z.. Average Stream Depth: (m) G
veloci C ` m/sec
Flow conditions (circle one): High Normal Loy
Manmade Stabilization: Y[ j N[ Describe:
Water Quality: Temperature.
Turbidity: (circle)/
°C Dissolved Oxygen-ME/1 Conductivity µmhos/cm pH
,..
Slightly Turbid Turbid Tannic
Weather Conditions:_ , f 11;1 1) 11 - h,
Photo #
Remarlts:_..SG 3 Gfi Ain I-0 u4P nQ'S
4 7-,
2,
The Internal Technical Guide for Stream TVork in North Carolina
1) 1)
IV. Pool Variety Pools are areas of deeper than average maximum depths with little or no surface turbulence. Water velocities \
associated with pools are always slow. Pools may take the form of "pocket water", small pools behind boulders or obstructions, in
large high gradient streams.
A. Pools present Score
1. Pools Frequent (>30% of 100m area surveyed)
a. variety of pool sizes ........................................................................................................ 10
b. pools same size ................................................................................................................ 8
2. Pools Infrequent (<301/'O of the 100m area surveyed)
a. variety of pool sizes ......................................................................................
b.pools same size ..................................................................................................
B. Pools absent
1. Runs present ................................................................................................. Q
2. Runs absent ...................................................................................................................................... 0
Remarks Page Total 3
V. Riffle Habitats
Riffles Frequent Rifles Infrequent
Score Score
A. well defined riffle and run, riffle as wide as stream and extends 2X width of stream..... 16 12
B. riffle as wide as stream but riffle length is not 2X stream width ..................................... 14 7
C. riffle not as wide as stream and riffle length is not 2X stream width ................................ 10 3
D. riffles absent..... ...................................................................................................................0
Subtotal
VI. Bank Stability and Vegetation
A.
B.
Banks stable
1. no evidence of erosion or bank failure, little potential for erosion ...................................
Erosion areas present
1. diverse trees, shrubs, grass; plants healthy with good root systems .......................
2. few trees or small trees and shrubs; vegetation appears generally healthy ......................
3. sparse vegetation; plant types and conditions suggest poorer soil binding .......................
4. mostly grasses, few if any trees and shrubs, high ersosion and failure potential at high flow
5. no bank vegetation, mass erosion and bank failure evident ............................................
Left Bank
Score
Rt. Bank
Score
© a
5 5
3 3
2 2
0 0
Total I " -
VH. Light Penetration (Canopy is defined as tree or vegetative cover directly above the stream's surface. Canopy would block
out sunlight when the sun is directly overhead).
' ?Sc?re
A. Stream with good shading with some breaks for light penetration ...................... 10
B. Stream with full canopy - breaks for light penetration absent .....................................................
C. Stream with partial shading - sunlight and shading are essentially equa .................................... 7
D. Stream with minimal shading - full sun in all but a few areas .......................................................
E. No shading .................................................................................................................................. 0
Remarks Subtotal
The Internal Technical Guide for Stream Work in North Carolina
24
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1
1 11 VICMITY MAP
Jackson County
SR 1135
J 2 • ,•
-80 -
a? 17421743 ry 1754 qpK RId4e J
:OST LOpart 1175 o HORNEYHEAD Ch.
'2Z
¢s ^
2
1e3
174 DOUBLE TOP 1772 t t 1 11
?C; RIVER MTN. - 1?3n
??. ?. +o 1752 Sots Creek
/ 91172 '? 1171 i Tijck gcc 1750 Ch.
1113 7 4 1719 ' 1184
Cedar
1791 ? CEDAR CUFF tiry 2e ?
Clef MTN.
1134 A
+ 12
1181
e.''r? ; 29r~ 1136 C 1
CEDARCLIFFS LAKE LAKE
ELEV 3,427 1132 - CEDAR CLIFF BEAR CREEK
¦? Vicinity `R E S T
1157 _ • ti , \
--, CHERRY KNOB
- BIG KNOB
ELEV. 4,292 1 BELL CONEY MTN.
\ - t ELEV. 4.400 1129 s:? ELEV.4.GW
1 1131
?rte I v
1128
•, $ 11571 1
o
1129
C .
1127
1180
115 1130 t y? 814 Ridg9' /
le SDrin 37UCKA SEER •y .\ Ch.
Ch. .?? 1157
1129 , S
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1173 v t25
1156 n t
9 1123 ti. \
a i
1161 1100 = .?__y'. 1172
1145 o \
1163 pRPE \
REfSERVOI
. 1140 r^ 1121
i f 1154 i ?. 1146y 1120
o ?
115 1147 r1 ;.,? \
u
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y?c\+ 1153 a \
,un r . _ ?. •2? l

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Site 3
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Site 4
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Site 6
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Site 7
Inlet
Outlet