20050741 Ver 1_Complete File_20050718

.~~
r sere, I , ,
v F
OSgH~~~G~c~G~ J
~ ~'~
NCH
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
July 12, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application Withdrawal
SR 1703, Hog Rock Road
Henderson County
State Project # 140.045115
Dear Ms. Pennock:
LYNDO TIPPETT
SECRETARY
The North Carolina Department of Transportation (NCDOT) would like to withdraw the
application for permit, dated April 27, 2005, for the aforementioned project. In the near future,
we plan to reapply with a revised design.
If you have any questions or need additional information, please contact Lori Jones or myself at
[phone].
Sincerely,
~~ ~ ,
~--
~~
Mark Gibbs, P.E.
District Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, Highway Coordinator, DWQ (Courtesy Copy)
Mr. Steve Cannon, P.E. Henderson County Maintenance Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
File

o~OF W A TFRQG
~ ~
O ~
Mr. J. B. Setzer, P.E.
Division Engineer
North Carolina Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Michael F. Easley, Governor
O~\N William G. Ross Jr., Secretary
~ ~/~ North Carolina Department of [environment and Natural Resources
~, ~;'~
~q)' ' ~`" ~' r
~c p~9ry 0~N ~ e~ , . /~!~
Osq~ , h'qT ' , j/ ,. ~v
D~pTCF~v
Ma~~;i~,5
~Cy
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit Application for Proposed Stream Relocation
DWQ Project No. 050741
NCSR 1703
Henderson County
Dear Mr. Setzer:
The Division of Water Quality has reviewed your submittal fora 401 Water Quality Certification for the subject
project. Review of your application revealed it was lacking necessary information required for making an informed
permit decision. The permit application was deficient in the following areas:
• A stream mitigation/relocation plan was not submitted with the permit application. Please provide a
stream relocation plan for this project.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we receive the
requested information. Furthermore, until the NC Division of Water Quality receives the information, we request (by copy
of this letter) that the US Army Corps of Engineers place the permit application on hold.
If you have any question or require additional information, please contact Mike Parker at 828-296-4500.
Sincerely,
' ~ ~~ ~..
~/~O~,,i Li~:dl~C~
~lan W. Klimek, P.E.
cc: Angie Pennick, USACE Asheville Field Office
ark Davis, Division 14 DEO
ransportation Permitting Unit
Asheville Regional Office
NQ~`hCaro ina
~atura~ly
North Carolina Division of Water Quality 209011.5. Highway 70 Swannanoa, NC 28778 Yhone [phone] Customer Service
Internal: h2o.enr.state.nc.us I~AX [phone] 1-877-623-6748
An Equal OpportunltylAfflrmative Action Employer - 50% Recycled110% Post Consumer Paper

O~O~ W A T ~9~G
y
~ t -I
o ~
~Re~ey August 25, 2005
Henderson County
DWQ Project No. 050741
NCSR 1703 (Hog Rock 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 330 linear feet of
three (3) unnamed tributaries to Turnbreeches Creek (40 linear feet of new pipe, temporary dewatering and 290 linear feet
of stream relocation), in order to make improvements to NCSR 1703 (Hog Rock Road) in Henderson County. The project
should be constructed in accordance with your application dated August 18, 2005 (received August 22, 2005), including
the environmental comments made in the application letter. Ater 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 Cozps of
Engineers Nationwide Permit Numbers i4 aitd 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 rnust follow the conditions listed in the attached certif cation and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
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.
NonehCaro ina
,~atura~ly
North Carolina Division of Water Quality 2090 U.S. I lighway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: h2o.encstate.nc.us FAX [phone] I-877-623-6748
An Equal OpportunitylAffirmative Action Employer
D ~^
toe
sEP ~D
O1 O
J~
aA ~fNk. u,. .. p5
Alan W. Klimek, P.E. Director
Division of Water Quality
Michael F. Easley, Governor
William G. Koss Jr., Secretary
North Carolina Department of Environment and Natural Resources

Mr. J. B. Setzer, P.E.
August 25, 2005
Page Two
d. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Preconstruction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable.
If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed
and the natural grade restored within six months of the date that the Division of Land Quality has released the project.
4. In-stream work and land disturbance within the 25-foot buffer zone are prohibited during the trout-spawning season of
January 1 through April 15 to protect the egg and fry stages of trout from off-site sedimentation during construction of
the roadway.
5. Adequate sediment and erosion control measures should be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. Seeding for a temporary cover of wheat, millet or similar annual
grain or a permanent herbaceous vegetation cover should be planted on all bare soil within 15 days of ground
disturbing activities to provide long-term erosion control. Erosion control mating should be used in conjunction with
appropriate seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with
stables or wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian
areas. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
6. The new channel design should resemble the reference reach streams in width, depth and gradient. The stream
relocation must be conducted in a dry work area and stabilized prior to diverting water into the new channel.
Vegetation used for bank stabilization should be native woody species and should include establishment of a
vegetated buffer along the relocated channel, to the maximum extent practicable. A transitional phase incorporating
coir fiber matting 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 justification and any calculations used to determine
the extent of the riprap coverage requested.
7. If the Division of Water Quality determines that the stream relocation or associated riparian area has become unstable,
the stream shall be repaired or stabilized using only natural channel design techniques, if possible. Vegetation in the
riparian area shall be maintained and/or replaced, according to the approved plans. Riprap or other structures may
only be used if required by the Division of Land Resources or a Delegated Local Program. All repair designs must be
submitted to and receive written approval from the Division of Water Quality before the repair work is performed.
8. 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.
9. Rock check dams at culvert outlets should be removed at the project completion to avoid impeding the movement of
aquatic life.
10. The dimension, pattern and profile of the stream, above and below the culverts, should not be modified by widening
the stream channel or reducing the stream depth. Disturbed floodplains and streams should be restored to natural
geomorphic conditions.
11. 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.
12. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and shrubs
(e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple) should be
planted along the streambank to reestablish the riparian zone and to provide long-term erosion control in the vicinity
of the road crossing and along the streams within dedicated rights of way.
13. 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.

i
Mr. J. B. Setter, P.E.
August 25, 2005
Page Three
14. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream.
15. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
16. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags, cofferdams,
flexible pipe or other diversion structures should be used to minimize excavation in flowing water.
17. 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.
18. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
strictly prohibited.
19. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or other
materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate
vicinity of the culverts. In-stream dredging has catastrophic effects on aquatic life, and disturbance of the natural
form of the stream channel will likely cause downstream erosion problems, possibly affecting other landowners.
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 culvert extensions.
21. All work shall be performed during low flow conditions (below bankfull).
22. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion "form
to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall
complete the attached form and return it to the Transportation Permitting Unit of the NC Division of Water Quality
upon completion of the project. The NCDOT is strongly advised to send in photographs upstream and downstream of
each structure to document correct installation.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Angie Pennock, iJSACE Asheville Fieid Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office

~5~~y1
_yd I-O
.~~~.
.~~:.-
STATE OF NORTH CAROLINA
O
c~~
o q~~~ 0~
F
~,yQSq 0 `ZqT ~ ~O 0 .
sr FR ~S O
~1~~~R~
~'cy
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 18, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Nationwide 14 & 33 Permit Application
SR 1703 -Hog Rock Road
Henderson County
LYNDO TIPPETT
SECRETARY
State Project No. 140.045115 (DWQ Major Permit Fec $475)
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, drain,
and pave SR 1703, Hog Rock Road, in Henderson County. This proposal entails widening and
paving the existing gravel road to a standard 18-foot roadway. The work is necessary to improve
safety and reduce maintenance cost. Funds have been allocated for this project, and NCDOT
would like to perform this work during the 2005-06 paving season. An onsite investigation was
conducted on April 15, 2005, with representatives of NCDOT, the US Army Corps of Engineers,
and the NC Division of Water Quality to assess impacts and make jurisdictional calls concerning
the roadside seeps.
I am sending astraight-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, the proposed channel change, as well as a marked county
map and USGS quad map. Natural channel design techniques (pattern, dimension, and profile)
will be used when relocating the stream. Please find the design enlcosed. The stream relocation
will be constructed in a dry work area and will be seeded with native vegetation and stabilized
with coir fiber matting before water is diverted. ~'Ve 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 threatened and
endangered species. There are no records for threatened or endangered species for the unnamed
tributary of Turnbreeches Creek. Additionally, there are no records for the entire Turnbreeches
Creek watershed. The unnamed tributary is small (2-3 feet wide). The impacts from the culvert
extensions and channel relocations will be minimal. For these reasons, there will be "no effect"
on threatened or endangered species.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
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
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 five metal culverts in unnamed tributaries to
Turnbreeches Creek (DWQ Class: C, Tr) and relocate a small roadside stream. All of the
unnamed tributaries have well defined channels, which lack vegetation and have substrates
composed of cobble, gravel, and sand/silt. Therefore, we believe the unnamed tributaries are
under the jurisdiction of the US Army Corps of Engineers. These small streams have unstable
channels due to recent storm damage and are undermining the road. Listed below is a summary
of the proposed impacts.
Site No. Ezisting Condition Proposed Condition Net Impacts
Station
Site 1 40' x 24" 50' x 36" 10' extension
8+35
Site 2 Roadside Ditch Channel Relocation 290' Temporary
8+35 -11+25 Stream Left Ri ht)
Site 3 30' x 36" CMP 50' x 36" CMP 20' extension
17+75
Site 4 25' x 30" CMP 35' x 48" CMP with 10' extension
22+45 headwalls
Site 5 30' x 36" CHIP 30' x 48" CMP with 0' extension
24+70 headwalls
TotalImpacts z~u' -temporary
40' Permanent

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 that 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 or Ms. Lori Jones at
[phone]. Your early review and consideration will be greatly appreciated.
Sincerely,
Mark T. Gibbs, P.E.
District Engineer
Enclosures
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

--
~: ;. .
,.
~~~ W A T ~qQ
~O G
~ ~
r
> ~
o -~
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 1703 Hog Rock Road
Henderson County
•~r~~oe µ~H C,4o47
7t \i7t
~" OZ
C
T'r qtr
~iFNf Of Tt ANS~O
NCDOT Division 14

Office Use Only: Form Version May 2002
USACE Action ID No, ~ - DWQ No.
(If anv particular item is not applicable to this project, please enter "Not Applicable" or'N/A".)
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 & 33
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
Attn• Mark T Gibbs PE District Engineer
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: mgibbs~a dot state nc us
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: N/A
Company Affiliation: N/A
Mailing Address: N/A
N/A
N/A
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: SR 1703 -Hog Rock Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C. 045115
3. Property Identification Number (Tax PIl~: N/A
4. Location
County: Henderson Nearest Town: Hendersonville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of I-26 and
US 64 in Hendersonville take US 64 East and ao approximately 8 5 miles turn right onto SR
1703 Hoa Rock Road this is the project -
5. Site coordinates, if available (UTM or Lat/Long): Site 1 (35 4069° N 82.3164° W) Site 2
(35 4069° N 82 3164 W°l Site 3 (35 4061° N 82 3136° W) Site 4 (35 4064° N 82.3122°
Site 5 (35.4064° N 82.3117° 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): Turnbreeches Creek glass: C. Trl
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 http~//h2o.enr state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and agriculture
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: Widen,
,grade drain and pave SR 1703 to meet current NCDOT secondary road standards. A small
roadside stream will be relocated and cross~pes will bereplaced/extended to accommodate
standard shoulder widths for safety. A backhoe loader grader, and dump trucks will be used
to complete this work
11. Explain the purpose of the proposed work: To widen grade drain, and have an existing
substandard road to meet current NCDOT secondary road standards.
lV. 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 9

1. Provide a written description of the proposed impacts: In order to construct the project in
accordance with our current secondary road standards it will be necessary to impact waters
of the United States in the Broad River Basin Specifically, NCDOT is reguestin~to
extend/replace four metal culverts in unnamed tributaries to Turnbreeches Creek (DWQ
Class' C Tr) and relocate a portion of a small roadside stream. The project will require the
relocation of a small unnamed tributary (Site 2) and the replacement extension of one culvert
(Site 1) are one stream system~accordin~ to site visit with COE on 4-15-20051 totaling 300
linear feet of impact Site 3 4 and 5 are another stream system (unnamed tributaries to
Turnbreeches Creek) totaling 30 linear feet of impact The project will have 290 linear feet
of temporary stream impacts associated with the channel relocation and 401inear feet of
permanent stream impacts associated with the four culvert replacements.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located witlun
100-year Floodplain**
(~es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
N/A N/A N/A N/A N/A N/A

_.~___ ~„
* List each impact separately and idcnhty temporary mtpacts. tmpacu mctuae, our arc nor rumrexi w: cnu:u:u~.u. ~~u,,.,~b, r;,u.,.,,b, ~~>
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identificxi through the Fccic:nrl Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIItM), or FEMA-approved local floodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at htto'/h~1~w. fema.,ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/salh~•ater marsh, forested wdland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolatai (determination of isolalion to be made: by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma linear feet) Before Im ct (lease s
Roadside Ditch (UT to
Site 1 Culvert Replacement 10' Tumbrceches Creek) 1' Perennial
Roadside Ditch (iTT to
Site 2 Channel Relocation 290' Turnbreeches Creek) 1' Perennial
U'I' to Turnbrcxches
Site 3 Cuh~ert Replacement 20' Creek 2' Perennial
Site 4 Culvert Replacement 10' UT to Turnbrecches
Creek 2> Perennial
Page 4 of 9

Site 5 Culvert Replacement p' ~ to Turnbreeches 2' perennial
Crock
" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap;
dams (separately list impacts due to both structure and flooding), relocation (include linu~r feet before and ages, and net loss/gain),
stabilization activities (cement gall, 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 strcarns must be included
"" Strearrt 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 wlrich it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
w~~w.us,s.~ov. Several intemet sites also allow dinxt download and printing of USGS maps (e.g., w~~w.topozone.com,
~tiwtiv.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 290 linear feet Temp
40 linear feet Permanent
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 Waterbod
(if applicable) y Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.)
N/A N/A N/A N/A N/A

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, e.+ccavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, imgation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Lnpact 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
Page 5 of 9

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 durinu both the channel relocation, and the pipe replacement process to
minimize sedimentation The pipes will be placed below the stream bottoms to minimize
fragmentation of aquatic habitat Bottomless pies were studied for this project, but their
application is not possible in this case.
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 Beater 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://h2o.enr.state.nc.us/ncwetlands/strm~ide.html.
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
Pagc G of 9

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* uarpe ~ Multiplier Mi~uah'on
1 3
2 1.5
Total
• Zonc 1 extends out 3U feet perpendicular from near bank of channel; Lone "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. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
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):
Page 8 of 9

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
(919) -715-0476 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): 40'
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-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 (federaUstate) funds or the use of public
(federaUstate) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. Alt 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:
Page 7 of 9

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
~~ ~ ~,~
p S- ~~ -as
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: SR 1703 Hog Rock Rd.
LOCATION: Intersection of SR 1710 and SR 1703 drive and
continue in a northerly direction.for a total distance of 4683 feet to the end
of the project at STA 46+83.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: PRIORITY: Orig. 3F
COUNTY: Henderson TOWNSHIP:
DATE: 04-27-OS SCALE: 1"=50'
NOTES: 50' R/W Current ADT Bracket 0-360
.87 mi. Design ADT Bracket 0-600
Water: Class C; Trout PREPARED BY: TSW
MAX SLOPE
FILL 1 i-~:1
CUT 1:1

- - STATE OF NORTH CAROLINA -
D(YIS(ON OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH '---'-"---'-"-'-""'-'-"'""-"--•'--'-'-'•--- TSD
245.05 TEMPORARY DiVERSION ---------------------------------------------- -~-~ -TD -~-~.
893.01 TEMPORARY SILT FENCE --------------------------------------------• ~~~ ~~~
890.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM --------------•----~
245.01
SILT BASIN
TYPE A ----------------------------------------------------•---.._....
-~
245.02 SILT BASIN TYPE B --------------------------------------------------------------~
892.04 TEMPORARY ROCK SILT CHECK TYPE A -------••-----------'•"'-•-"
895.10 TEMPORARY ROCK SILT CHECK TYPE B -------•---••--•--•--------••' -• 1>
892.01 TEMPORARY ROCK SEDIMENT DAM TYPE A----•••-••------•------®
892.02 TEMPORARY ROCK SEDIMENT DAM TYPE B ------•-------------•'- -~

897.01 ROCK PIPE
. INLET PROTECTION ------------------•--------•-•-----""'-•- '
894.01 ROCK SILT SCREEN
245.04 STILLING B ASIN -------------------------------------------------------•-•--._..... ...®
868.01 RIP RAP --•-- •---._._..
DITCH L1NER ----------------------------------------------------------•
ENVIRONMENTALLY SENSITIVE AREk-------------•-----"'--"-"'
PIPE OUTLET ENERGY DISSAPATOR------------------••--•------'--'-'-"' -'•='~
EROSION CONTROL MATTING ---•--.....---• .................... EcM -
FIBER GLASS ROPING ---------------------•-------------------------.. FcR -
SILT CHECK DAM TYPE-~t--------------•----------
SILT CHECK DAM TY-PE--B--•-----•------------------•-

Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at
other discharge points after clearing but before grubbing.
• Clear and clean outfall ditches leaving sideslopes at an angle that can be
retained by vegetation. These areas will require stage seeding and mulching.
• Begin grading of roadway ditches. Place erosion control measures along
roadway ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is
completed. (Note there are 15 working.days/30 calendar days to complete
seeding and mulching. A working day is defined as a day exclusive of
Saturday or Sunday during which weather conditions or soil conditions permit
land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative.cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
• Prepare pipe foundation while taking care to limit material and sediment
from entering the stream and/or escaping from the project. Where possible
new grade should be below the existing streambed. If needed, bedding
material will be clean stone (especially in Trout and HQW waters).
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
• Establish permanent vegetation as soon as possible.

O N
C
~m ~~o~'d'.-mmv~nvvnm°mco~
E
Z v~
c ~~
~~~ ~~,~~~~~~,~~~~~c~i~e~
tq _
N
m C
O
°~ $ ~ n ~ _
~ ,Y C ~ ~y Omth Qf ~yONQ~N WNQ1 N~n00
.ro. ~ C E m < m N V' ~ W V W c' 7 m m t 7 m m O N
N 3 ~ ~ $ O~ ~ V Qc7 r NN~~.-~ N N c7 .-~
~ _~ ~ ~
E E-s F~ v'
c m ~ m
_~ ~ o Y ~
m ~ ~ ~ ~ ~ ~
'° mo ~ ~ ~ mvnmc~mc~m~cornu~chornm
m ~p N N ~ O O r" ~" O ~-' O O H e' N O O O
3 C ~ p 'Z7 ~ N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ ~ V QI E ~_ f0
W N }~ ~ m 3 .L-. N
a 9 ~ «~ ~ C Q
W « ~ p W
C
~ ~ h l= N O ttee Om~ 00~0000000000N m
!A p H~ O~ aS N ~ m ap O a0 0 N_ O 7 m N 0 1n O C7 W
~rf 4. < M u1mN0 mmc'7 Of NO ~ O v
~L ~ p L .a Q.~.i ~..~nc'l rn O(7 VC'1NmOm~N~
~~ ~ p ~ ~ ~ ~ ~
apppp C
` z~zj E QJZ
b II ~ m C it
'yQ~N 'N W ~N?- ~ ~~ hm V't()ONOOOOhOOOON
61 N~ Gf ~j Nom.. ~j ~ ~~ mm ~tN O'7 f`N')N N NNNf7 ~ N~ [")
« y C~ ~ C Q J
W
7 -.m-.«Q• ~i
=~v mmmmmmmmmmmNmNmmm
N~ ~ r r r r r r r
0

Y
u
+
t
C9
~ a m~mmmd~
m~~
~~
~
S' ~ ~ ~
m
~
~
J ~ J J J J J
J
~ J
_
ul ~ ~ ~ ~
~ ~ ~ ~
~
0 0 ~ (J ~
r ~ ~ Q N
°
`r
v
~
U
cn~
n~
t
n2
f m th X 0 0 v1 0 0 0 0 0 0 0 N t7
n Y n O 0 0 0 Q l O~ 0 0 0 0~ m

v~~ :y O t t + + + + + + + + t + + + + +
+ ~NY~f WNf") I~h rnNU7mm
m NNNNl7(7C'')f`ICtiYC7v.tvv
L ~ « ~ (n
« « « « « « « « « « « .~. « O O O O O
m ~~~~ m m Y m O N 0 0 0 0~ A 0 0 0 0 0 N
>0~ ~
> ~ ~
N ONnYnmtOmOWOW00U'!00
t + + + + t + + + + + + + + t + +
'
v
C ~ m ~ .~ fm
.-~nNO'?a1ON~t t7W u)01N U
r e-NNNN(7 C7 C7 f7 (7M N'•f ~f 7
~~ ~ d ~~a ~
cn oa via ~
0
N

Q
F--

mm~
m~~ ~ ~
L 1
~ Y ~ ~ a
a C
~"~ U U U C C C C C U C U C
C C C
~~ _O _O _O m m m m N~ 0~ V
~~~~~~~~~~~~~~s
~ocnwwwcncncnv~cnwv~w~n
,~o,ooooooo~ooooco
U c~~m°~ncov cor~co~ncov
._. v
N
N
m
°~ ~ .- co ~n c~ m ° n o~ ° ~n co in r-
aa c9
00YaD ~y001A CD f')
O.-N ~(OYQ hO~tD 1D CO
~,~ N~.Y-~ ON `+7010 + ~c+0
(n C'1 cD r., N N NN('1 OM ~T
~OOr,NOOQ a0 P100~N
N ~ ~ + ^ + m 4 + 4 C + m ~.7
O f7O e-~ ~ N N NNO'1 P1 c")
~i
c
0
c
t
u
'~
c
.~
N
m
L
V
C

r7u ~~ x v~.n r` v
~5 ~= o 0
-\- ~
I I
~ ~
~~'~ I v
3/.
o3Z`•~ <
o ~~
\~nr~~
I
~~;~~ ~ ,
,,,
s _
hl ~~ ~ ~ go!!, DRty
c~~lc~Er ! ~~~v~
'J \ I
~'\ ~, i v 566 2'r 3.,r G
I
.,
I i
' 3 ~a
I ,i
' I
~\\ li ~ D
~ \ 1 \ I
W ~ `. ,Y I
u• ~
~~ ;
~ ~~
F ~\~ ~i 1 \
\~ ' ~~ ~ v
_~, j,i
I ~ , .
I
1 0
'~c~Ml
\~~ i ,\ 3
~~ ~
f ~ ~.
\ I
~ \_ ® ~
'~ ` ~ ( I
I ~
r '~ •~'~
~' ~
Iw -'<;~
1 n , p'r
1 'f
~ ~ ~ ~'
~_ -i :~_~ Ivrn~ireeehes
,' ' ~
\ i ~ ~ L~AI G5 ,~ /
~ .. , '~ `~
(~ - \ ~
~ t ' .I ) I 100 ESr.
~ , ~ ,
,. ~~I
i
i ~ ~~ ~,
I /'~. '~
U5 ~~4- otoo ~ V5 ~~

-~ ~
~~
~
I ~ i ',

~ F~tc.
I :
;
r ,
~
TJ CREATE I . ~JEVJ C 11RN~/6L GIfANGG
i
SHE'E r FLT
3 I
, r
~C ' ~'S7~~c'Rh;
O ~
~ ~ i ! r .I_
., ~
U
~ ,,
~~ ,~
!' a
; ~` ~
~
~
;I ~'1'-
~~ ~
I i N Q~

/po ' - ---- -.. . _-

T, ,j
~'
j --~- - f
8ys5 ~5
;

E5A
I

/~
- y
~
~ i ' ;3
r_
D ~
/
e15 i

~~ r ~
~~ I ~

~~ ~
~ ~
r ;
;y/ I I1
I

z0 • 2o'ri~•,
GZ~v~~ ~rqp

1 {
I
.~R
- 1
- --~ 7
I ~
SCi~ zX3~X~• TYP
1 ~
,~ ~
``~ I ~

~
~ .
I
I ~
~~` I
~. I ~
~`
~ i '

~ ~
'i
I ,~
'r ~
~ ~` 6 ~
O O
~
~
~~ I~ ~

I~
V~
Cv ~' '

~ 0
,; v
' 3%
I ~
;: s ~~
r~ Z

15 ~ Q
I
I ~
G% ~
Iq
I ~
3 '.
~~ i
R
~ ~ ~ i• ~
( I
~ ~v
G ~
~~
~l
;~ I i 3
I~

~ ~I
~
I
~
c
~~ ,(
; (
-T i
,i
i
ii
I
~
'.

I
5%
I
° ~
so'riu -~,
c ~n r
REI/1D~C
_I
Floc
-Ta cRr:P~<-
~Y`'r7 flnN
ti
~'
5/ I
~ I ..;
I
~ 0

~°

Z ~x 3 X to ' i Y,°
s s6 ,
~p
~v
i
(® Ty?E d Z ' x 3 'x to ' TYI~
(
•• , CASpEfj P01~l7f U/
I` - FRIYA~E" DR
i
~ 50'c~y" crtr"
I REPcACc
/
_
- ` i
~-
I i*~+9f~1
--~
~ 2
`
~V ~ ~~ I
NEVI Gf{AN,~fEL Chr::~:L•
~
~,
~

~ ~~
1 _
1~
~
1 ~~
•~
y
~~_
I~

i i.
r ,
~~
., ~~ _ N
--- :;

100 ES A
,~ p ;-O o ~Y
to
I ~ ~ I
I ~
i ~
I 1
I I
~ ~
II ll
1~1 ' ~ ,~,
I -
,ti ~.
( ~ i~
LJ
I
f
- ~,1
./
~~
-
h I ~
~„ ~_ ~ i~~ ~G~ z' STREAM
I TYpt~
i I ~ J
I ~ -'7r75
p ' ~ 3.!~" C ~A P
~:l,:/ Rep:ice ~~5p'x y.g„ CMp
y~ ~ •~~~
~ . ~ ~~
i `-~-'
~`t-'
I
I ~fl SgG Z~x 3X6
3 ~
i
'a i
~
,
b

~
'~ i ~T
\ I
1
'J
~.. l o/.
CaSJaI CofnQr Lrr ~ ,_ _~ ti..,7
fil]
Private - \'
?o YZ
~
___
i
~ J
' 1
. I
5to0

I
30'x to~Cm~ I
Rerlarc w~3v'tve « ~
b.I~tY~ 1f~moVA1f`'J =,,,~.~
o.~~ - ~,.
VG-`\ I i ,
Rarc ,
wee:. ~
i~
i
I
f
__ _ I. I
'I
I
I
9%
i
i~
Q
7/ . ~ i~
1,
~/ ~~ ,'
ov ~!
:~
,~
~,,~ ;~~~ ! Z Z f 7 0
\ 1 .\I
9 ;~
~ ~ ~' .5trearr~
I \ I
u ~
app ~ ES/~
3
~ ~
~ o
to
l
J
I
y ~J_
2 d3,~~Or
1 Tlr'~ 6 i 2' sr2_ri~-~.
u '' i
i ,•
~2Z+~(S
25X30" cn~P
~ep~fc ~'~3„~'X'~S" WitA Headwalls
.,\ l
~~ I
~.
~: o
1
1
I_
i
i
~ ~
3
CY
~Q
~ (~
~J
I
~.../
i I \.. J
I~- -~
~~ ./
'`
I 1
'` i
.~
I
J
2 o-i•vc~
Sf3G 2~x7~xfo~
rJ /

I ( Q
1
k ~
I
~~
~~
~~
r~
boy ~
a,
I
~~
I
~ ~ .
I
J
I
J
._ ~ ~
I
~I
I
s8G
r
z'r3~'6
t
1 I
iv 3
~G
~ ~ '~
J
~-.
~--~
r~ 0 Type $ 2 ~ ~ x
I-
i
I
I'
i
l
i
i
a ,
~ t
I;
~ - ~ A6an~onea
~ ` Dave
I I '~ ' I
~~ i
I
I~
1=
al
f
~ I
~7 ~
~ !o ro
I
I
~~
I~
~` ~ I
i
i ~
_, i ~
i
i
3 .,. ,
~C ~ zb rl I
`~ ~ ~ to ru
~ ~
J'
_,I
pl
fit
-~ ~ I
~~~ ~~
T •_ ~ / i
I ~
t
ij
I~
I
i
5 E

3 5
?~ ~ „ 19 9 1 ~ ~ ~Ype a z x3 z6' Typ.
Q
I I
~~
I I
v~ I
3 k
3 'y9 ,
.~
u°, ®~
®~ I
'~~~
3z+83
~~', ~ Prap~=ad
` I 50' X Id" GMP
s$~ ®I i
~'X3'Xl~ iyp.
I
32
D ~ ae
® ~}--~
5/ ~ I o
~~'
~o
3l~
Iq9
zrI ID ~
~ ~ ~ .~ ,~
~I ~
~ I I~, . .
30
I99I

® ~0 ® I I
I . ~' ~l~ ~
~- '
~ .
©.
a ~ -i
3 :' 31 ~ TYPE 13 2X3X6
'~
o~ ~I; 1
-Q ~ •• Y~oposed
In I I 5o'x Ig"cMP
I I
I I
~ 3 ~
I a a I ~.
~.1 ~'
I
SB6 0
2 X 3 X 6~ I I
I I
© 3~
~, f' ~ I
II
o~~
3
I I o
~~
3 0.
LJ
~I~~
8 ~
':~ ~ ~
`~ zs'x I•a" c~nP
I ~'YC4:r~ 5o~r lay U:a
:~5~~`
7/
~~
1~~1

r
i i
' ~ Tyke B
,B
2x3 r6 ~ ~ 5
"~
1
©I I 3
~ ~
vl ~ ~
. ®I
V
L1 ~
17 71 .~
.~ -~ I~.
of I~
.~
yl I
S 8 C~ p ~ 4
ZX3X (o v I ~ 7
v
~ \
~ '•.! ~
0 \
~,..
---42 _~ ~
PRoPUSEO
k4 t 90
~.
1-~
50X181 GMP

,,.. ~ Q
~® 15~ GR, R.

~ I I
0
r
I r I
V ~' ~

3 v I ~
®
`Wjl
. ! I I

1t1
~
~I [ X
~J.1
• I./ 4~'
I I

7 / LI./
~
I

O I

r
7%
7r
-r~pQ 8
zX3~~~
~¢~ GR. RoAO
I ~
I ~
I I
I
~a 183
,~
x la ~MQ
RSP~ACE 5o'x i$~~CMP
y!~ -f!o o
_ ~ _I
~}
30 ~s~~F ~T
CR:v ~
~ 1
S(36 © I
Zr3i6~ ~.r
u
3 p
~n
~i ~
1
6I
15
ENO of PRo~'ECT s~'q, ¢6 + 83
3
'o
2 STORY
DI~ApLA/ir£ 0
3AP. N
f
I
tL'
~~
~'
I

PIPE DATA SR 1703 Ho rock Road
County:
Henderson WORK ORDER
STATION PRESENT
SI7.E PROPOSED
SIZE NOTES
3+80 30'X15" CMP Drivewa Pi e
8+35 40'X24" CMP 50'X36" CMP Cross i e; Live Wate S stem 1
8+35 -11+25 Live Water Stream Relocation S stem 1
11+25 30'X24" CMP Live Water Cros i e; Remove
11+40 50'X18" CMP 50'X18" CMP Replace Driveway pipe
17+75 30'X36" CMP 50'X36" CMP Crosspipe; Live Water (System 2)
22+45 25'X30" CMP 35'X48" CMP Crosspipe; Build Headwalls; Live Water
S stem 2
24+70 30'X36" CMP 30'X48" CM1' Crosspipe; Build Headwalls; Live Water
S stem 2
32+83 50'X18" CMP Proposed Crosspipe
35+32 50'X18" CIvg' Proposed Crosspipe
38+82 50'X18" CMP Proposed Crosspipe
42+00 30'X15" CMP Driveway Pipe
44+90 50'X18" CMP Proposed Crosspipe
46+60 30'X18" CMP 50'X(8" CMP Crosspipe

POLE DATA
PI'O~eCt: SR 1703 Hog Rock Road
County : HENDERSON
R
Sheet 1 of 1
Owner: Duke PowerBellsouth
Work Order: 140.045068

Station
Pole
Number Dist. From
Center Present
Road Dist From
Center Project Dist. Ceuter
Project After
Moving
Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
36+00 13 13
38+12 25 25
38+17 25 25
39+57 17 14
40+47 20 17
42+08 16 52
42+33 17 49

~T
~ tl~.
~j ~ 1
~.
r
~•
8• ~'

r
~...
'~ 0 M
Z ~
W k
r
~
~
~
(` ~
'V'
~'
a y
:;
`~
Y N
~-
O ~
~
,
a
C
~ z ~ ~-
~ O
co ~~ o~

a ~-
cD
_I
n
Q r ^ N r
1- ~

Q
_ tp
~ ,~
r
" ~ Z

U
~~i
~ ~
~~
~ O
~ o
~ J ~~
~ ~ ~ ~ n
~ c~ ~. •--
0 0 ~~ ~' 6
H N f r' C~'
~ h
N •- ~ C
co ~
N '~ N c'

~ ~
,,~~ o~ ~ m

= 8' M .1 2.
3 ~ 7
<< ~ ate- N Q
~~J ~~
~ ~ s~ ~
~ ~ ~ ~ ~ h ~
r
J Ln
.-
~
~~
~

.- ~,
~ L
,,AA
~aI ~ ~
T ~ r

(T i- W N -- O
W N
AN'J~~
t + t ~ W
O (A7i (J71 ~ (JI 4
t 7
r
~ ~
1

~ c1
J .5..
~ VJ
~
2 YJ VJ
N W N ~ fA ~,
~ ~ ~
~ ~~
~ _ R
(D m ~ '" m O
N 7
~'
~ O
~
a
-CI-1~0 ~
cu ~i
ooofl-
-I -~ --I a a
~ m
~ ~ 3
o
_ v
~ ~~~
~~
n
y ~(ps(p~-D=9~
N N N~~ m
~ n n n 7 ~
o ~ ~ ~ d w'

~~~~~
~~~~~
N f/1 N_ (p N
~ 3 ~ ~3 3
~~~~~
W N W A Rl
O Ul 0 O
x tx,~ x x
OWi O OWi A
W w
O U1
...~ X X

w m °'_ o 0 0
3 ~ ~ x
~
a x c
W
~ c
v c
n rn a
i c~i
~
N ~ d 'a
w_ w
N N
W O
O O 7
to
~ ~NN~ JL'^'
O
N
.~i
... ~
Cw7
~.

.A W W W W W W
Ut Ut CT Cl~ (J1
40 .PAIaAC~
A
_
~fn jj
~
A1a~~~O
N .
.. ~ .. a
>
~ wwo~wo>
N N N N N~
~ ~ ~ ~ W ~ ~
j
... V N ~

r / ~ 1t~._ fr :sue s ~ _ ~ •1 ~ r i ~~ -
` - ?200 . r c ~t t.) t ~ ~-, ~, ~ n R Imo,;,+!~
~ <J Z~ `~`-;1 x'11 .`~~! ~} r'~~l ~t >>, ~
~ ~ '. ~ ~, _
~ ttr .. } ~ ~ ~-=`~ ~ ,~ -- --' ?000 '\ •' 1 ' ~%~~~
'. /. ~ ~; I ~ `„1 ~'.), X11 r ~ j ~' ~ •-11t't~ J ~ s. ~~^' ~ :~, ~ ^s,..: ~ ~ ~1 r _\ W
~~~ is\ j /'(~//f i'/ ~ sl~ r~_i 2-~/-~~;~,`'\ j^•~~.• _//~ /~~ ~J~. 1-~ V"~~~J -~1~"'111` r ~1 -_
_ ~ _
~ ~~ ' ~ ~ r _ - ~/ _` ^---'- -~?800 `~_~~' ~'r"_ -~~~~~1
r___ day . ;,r .1T.' ~r~ ' %--_i--'_~ ~ - ysi 4 _`~y~1c~ ~ t •1 ~ , l.~ 1 ••~~ '~
~~f °.is e' ! _ r~r- - a `~ ~ , ~. ...__/ ~ ~`~.~ r, s ~~2 rte, 1 A '\ \ \
iii ~ \` /~~'~. ~a\ /'~U°\`` '•\~ st - ~ ~ ~~
~. ~ ~ ~- ~ ,- ~ ~ -- ` \ \~., • - is `._ v~~-~_

-1
m
N -~ ~
m
D
v
cD cD ~
A ~ X.
N c0
.-.
f0
N
O
--~.
O
O
C
d
(D
O
-n
CD
X
N
t0
O
m
d
O
~~
C~1~ .~.
~ ~
(D
m
(D
? 'p
(h 1v
O (~
- ' (D
to (71
~ )(
C7 =~.
~ ~
~ ~
.~
O
N
n

v ~~
~ rn
;' ~
cn ~
o rn

o <
n~
c~
U)22N
~ ~~a ~
.,,ao ~
N ~ ~ n w
~ Q
Oo n
t O
\ ~ ~
~G
x
(D
'0
O
C7
m
fD
r
c~

--~
w
N ~ ~
co
N
D
v
cD m ~
N c~D _X.
IVN~
m
N
N
O
-.~
-~
O
3
0
c
a
m
-,
0
-~
m
x
0
m
a
co m
to ~
~ ~
m
w coo
~' v
~ su
on
_- m
.c.
w
n =~.
~~
~ cn
w
0
w
rn
C1
v
* O
c
~ .«
~
~ w
o~
ca <
~ ~
o ~
m
o ~
rn <

m
m
cnxxcn
a ~ ~°n ~
w a. '' .~
N~ ~.°w
°'-, ~ a
c o .
~ c
~~
~~

,..«
m
'o
0
C7
cfl
m
-,
r
c~
N

v
N-+~
co
N
D
v
v
w O X
~ ~
w
N
O
-+.
-~
O
3
N
O
C
d
W
-~
O
--~.
(D
X
(O
-~
0
[11
Q
cD m
ca
O ~
~A ~
m
r: CD
~ ~_
W W
~ n
(D
~• X
~~
nN_'
~ ~
"D ~
`L CNJt
,:. -
~ to
~ o
c~
v C1
~ ~
m ~

O
O ~
~
==
~ ~
o~
co <
~ ~
~
o
'~ m
o ~
u- <
n
m
c~
cnxscn
~~~~
~~oo
N~ ~w
~~ a
c c .
~ _
N ~
t
i~
CJt

y
._+;
m
O
'~
C7
(D
...
ca
r
5
m
N

c~
N -+~
(D
co
N
D
v
cn ca ~°
t~1~NX
iDN~
v
m
N
O
-.,
-~
O
N
O
C_
d
fD
-~
O
-„
(D
X
7
O
m
d
m m
cn
O ~
G ~
m
~~
W ~
O (7
- ' CD
J'. (T~
~ X
C7
~ ~
"O ~
O
~ W
? Q1
(D
m n
~ ~
m v
N
a Q
v
m ~.
m ~ ~°
~
~5
~ <

o ~
m
o ~
~ <

m
W
cnxxcn
a ~ c°a ~
i
CJI Q' '~ V
Q
!n ~ ~ w
~; ~ a
° o
~ _
A .~+
t •G
V
O
X
N_
3
(Q
~D
O
C7
CD
l~D
r_
c~
N

~~
~

} ~-
~
~
~ ~ M.

i F ~~.~ .~ ~ I ~.

Site 4 Cross Pipe Outlet Station 22+45

HOG ROCK ROAD (SR 1703)
HENDERSON COUNTY
STREAM RELOCATION
AUGUST 12, 2005

TABLE OF CONTENTS
Stream Relocation Plan 2
Location mks 8
Summary Table 13
Soil properties 1~
UT Turnbreeches Creek
Plan view 19
Profile existing and proposed 2D
Proposed cross section 22
Cross vane detail 23
Stream Habitat Evaluation 24
Stability Evaluation
UT Rocky Fork (reference reach)
Plan View 28

Profiles 29

Cross sections 33

Pebble counts 36

Stream Habitat Evaluation 42
Stream classification form 46

The proposed location of the stream will place it adjacent to the forested hillside on the southwest
side of the road. Existing and proposed slopes on the side opposite the road are in the range of 1:1.
A 9 foot width is available within the right of way beside the road.
Biological Community Types
Assessments were made for comparison of the vegetative community types for the reference reach
and the riparian area immediately upstream of the existing stream to be relocated. Habitat is poor
in the existing stream to be relocated and the stream is intermittent or subsurface above the existing
road. Benthic macroinvertertebrates were not assessed, however, habitat will be closely matched to
the reference reach. The reference reach habitat includes cobbles and extensive leaf mats in the
stream bed.
Morphological Stream Classification
The Rosgen stream classification system was used to classify the stream to be relocated and the
reference reach. Road maintenance impacts and a preponderance of road materials in the stream
bed renders speculative many of the stability assessments and channel measurements, but a
reconnaissance of Turnbreeches Creek and the area immediately upstream of the segment to be
relocated supported the soil type and the similarity with the reference reach. A table of
morphological characteristics and supporting data is provided in the following pages.
Although no cross section was established on the stream to be relocated due to road maintenance
influences, a classification of G4 would apply at the time of inspection. The potential stream type
is Boa.
Stability Enhancements
The stability of the existing stream was evaluated using Near Bank Stress and Bank Erosion
Hazard Index, from Wildland Hydrology publications. A Pfankuch Channel Stability form was
also completed for comparison, from "Stream Reach Inventory and Channel Stability Evaluation",
US Department of Agriculture Forest Service/ Northern Region. These procedures indicate that
total erosion can be reduced by an order of magnitude. Most of the sediment supply on the existing
stream is from road materials. Aside from establishing a stable channel, pavement of the roadway
and constructing a shoulder will reduce the amount of sediment that reaches the channel.
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 1.5 feet, which is 37.5% 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.

Approved Kentucky Bluegrass Cultivars:
Adelphi Baron Bristol Challenger
Columbia Fylking Glade Kenblue
Merit Plush Ram I Rugby
Sydsport Touchdown Vantage
Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer, a different analysis of
fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to
provide the same amount of plant food as a 10-20-20 analysis.
Temporary Seeding:
Fertilizer shall be the same analysis as specified for "Seeding and Mulching" and applied at the rate
of 400 pounds (450kg) and seeded at the rate of 50 pounds per acre (SSkg per hectare). German
Millet or Browntop Millet shall be used in summer months and rye grain during the remainder of
the year. The Engineer will determine the exact dates for using each kind of seed.
Fertilizer Top dressing:
Fertilizer used for top dressing shall be 16-8-8 grade and shall be applied at the rate of 500 pounds
per acre (560 kg per hectare). Upon written approval of the Engineer, a different analysis of
fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application adjusted to
provide the same amount of plant food as 16-8-8 analysis.
Supplemental Seeding:
The kinds of seed and proportions shall be the same as specified for "Seeding and Mulching", and
the rate of application may vary from 25# to 75# per acre (28kg to 85kg per hectare). The actual
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. See the stream bank reforestation detail sheet. 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 reforestation detail sheet and
in locations as directed by the Engineer. Work includes providing all materials, excavating and
backfilling, and placing and securing coin 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)

approximately 15 degrees following installation. Any stakes that are split or damaged during
installation shall be removed and replaced.
Type II Stream Bank Reforestation shall be bare root seedlings. The seedlings shall be planted as
soon as practical following permanent seeding and mulching. The seedlings shall be planted from
top of bank out, along both sides of stream, as designated on the plans. Seedlings shall be 12-18
inches (300-460mm) tall. Root dip: The roots of reforestation seedlings shall be coated with a
slurry of water, and either a fine clay ("kaolin") or a superabsorbent that is made to be used as a
bare root dip. The type, mixture ratio, method of application, and the time of application shall be
submitted to the Engineer for approval. With the approval of the Engineer, seedlings maybe
coated before delivery to the job or at the time of planting, but at no time shall the roots of the
seedlings be allowed to dry out. The roots shall be moistened immediately prior to planting.
Seasonal Limitations: Stream bank reforestation shall be planted from November 15 through March
15.
Potential Problems
One of the primary constraints associated with this project is the lack of available width for flood
plain and buffer requirements. A flood plain is proposed between the proposed stream location and
the roadway to minimize impacts to the stream from the roadway. The left bank of the proposed
stream will be adjacent to the existing or proposed slope of the hillside. Where this slope is to be
disturbed, stability will have to be assured by placing erosion control matting on all slopes 2:1 or
greater. Coir fiber matting will be used below the bankfull water level.

!~:~ f' .~ ~~ ~~~- '--J ~v~l f./ i,~.~ ~, itQ~w ~ ~` 1'.\' ~~/ \•l r ~3~~ ~ ~1 r +rl
'~ rf r: f~. 1T ,`~ ~ ~ ~Z ";.11~:.:.J~//~ i ~J~~'>..~ ` L .~ ~"i ~X ~~~ ~~~i,~\ v V ~.JI (~ (\~ {'t
.. _
~~) ~t
.: i ~~ -' t--~~~~~~ / ~'~ 4~Lfi~_b~.j4~ `~ '•v~e .~ pit, _ 1 '1 `~ ( \~ ~S~~ ~1 r ~'/~~/~ ~ '7' ~~~ ~\..
y nit de ~, + • , ~ • ~ ___.~~ -., ~., . ~:., .~..:_;1 r ., .,~ ` ~ ~ ~(~ l 1~ -
/~ . ':~~~ ~~ ~' 1. r ~ ~ ~~ 1 e `,, i ...' ~ `. ~. ~ j L;,„ ~/ Y~ lr~'~~~ II j ,t~~:/ / B h1`, t.H~..a t r") \ 1 ~ ~,~, l'" r~,.F '=--
i` ~'/ ~ r ,~~ / () ~ ~^ ~~rop ~~` ,9 // ~ \ ~~~/` ~_'~-~+ ~.. ° : Hogback Road ~~~~\ 1 a° Jrl~f f
-`~`:` ' ~ `N ~ : ~` ~ ~ :I `////~`'/~~ , 1;=~-- .~ =-F.. ,-='~//:~'- -/ :} )/l , ~ :~=-r(}""'~•;j-~~ ~(//))JJ ~-~.~; /` `. 1. q,6' ,~
,~ -•~lr~„ ~L.` - \~ ~ ~~) ~ r -,~ 1l acre drainage ~`~~. •:(J )('/ ;l /~
~,
~1 LR 26 r. - ~ ~. ~) ~ ~ J L,\_r area for stream l -~ ~+.. r`~=-~ -;~ I, ~~ ~~'~
~ s a l~- _} -•-; <~ ~ . segment relocated. t~_ j ~~~ t `~ ~ ~ . `~
f ,~' ~ ~-; ~ j .-~ "'" ~ ,4• - •, . , v r~~' ~ ,fir ~-- ~-`~`,~~ ~,~ ~ ~'~, \ ',, `'S (
~~` % ~ ~} } ~~Il (- `- wl., ~ j /"1 `~~;\ < ~u ~ _.yJ ~~',x..~...1 ~ f--~ ~=~ ogRack~~ ~,
~. ~^•: t o ~ ,~, .,
/~~L`~~~r ~ ~ ~c~ ~t i7+ t t~y :( -r '13S' \\.: `~1'l :. =-~ r r ~~,
~l / / /('~\ 1 y:1 ~ /,,,III
:(~ ~,~~ ~
'~ j ~ e ~ , ~ F neyv lle~, s- a~F4 i4 H~%~o T ~ ~ `.~~ f r ~ .~ ~ ~ ~ : ( ~~` 4~`' t~~~-.~`~--~,~ ~~L~- .. '
1 , . + ~, 22 r .~ ~ 1 ~~ \ ~.~. .~ ~~ ~ ~ ~!,
>!Y0o p,:, ~,., 2248 .J _t M~ ~•'~A' C\~~~ ~~ ~ ~ ~~ I "1:.~i~-~\ `~.~; ~ f~~
~'% a ~ `" 1 ~~ .~~, r,, : ~'"~zzr~ ~~ ~/~./~~ X11 ~~-~J b ~~ (L
~ _ 1 ~ ". ~'' •o~, J of `. r-' ~. ~~ ~ ~- ``,r
~! 1 ~ ` ~ .~~~ >.... ';°. ... fy I~p~~~ ,~..i~. .r r..,; ~~~ ~ ;fir
1 /} xr' ~ 1 f ` ,
, o ~ _ `~ . • .... ~ ~ . , .. `` `' III ~ ~.. -, t' 1' '~°/rJ ~~-', ~,/ftlj`,
Y 4~~ 1 ~ / '
`'-- C . '^b. ~ :% -~ ~ ~ ~`, ~'ti..~ H`~FjT 1865• ~ y1~1 '~.• 2710 •~ ~ - t`/
~--.~ ~ ~~ , . p • - . i a , r ~' \. ( \ i~...1 ~,f r' //l ,. •'~:7y"i ~,I/'`s) ° 1 \~~''` \~. ~l~
Name: BAT CAVE Location: 035° 24' 15.45" N 082° 19' 38.69" W
Date: 7/11/2005 Caption: Location Map for Hogback Road UT Turnbreeches Creek
Scale: 1 inch equals 2000 feet ~ Stream Relocation
Henderson County
Copyright (C) 1998, Maptech, Inc.

-,.~,~,,~~~.---mot ...~ ~ a•' ~ ___ -- .~, ..._ t,_ti •w; x ~. ` +
r ,*`~1w +`' a ~ 'v. ~ .' •~Y-. t. ~~'.' - ~, ~ti ill ,1
•~a i 1+. ~,,..-~,~ " .., f _ ~~ - jl '101 ! _ _ + __ -~ ~• _..-/ _ "~
hrf P ari ti * 1'Iti ~~44-- ~ ri ~ ••4 ~~11 R• ~l`'y~ - _dl 1• ~ '`'•, ~ •-~' ` ~:r i y.'' -`__` lr'~ ,,+`' _.~ f'. _ r-.
+4• t ,1 -, ~.~ '! ~~- ti ~ `` "_:.-"°- .....' ~''- . - -- •- ~r 'a ? ~ ~' air' ~ ~
ti~afr f ~P{' ~~.ti y ~AO ~ ~. r" _• r.'-,,• .~:_ --•-•_.,,~2 c 1 ~ ~ 4rLr ri~.~:'
r r,.• 51.47 ,~, ~` i _ _ `
u~f f l~r J Ella •t•~y --~...} `'1 _ ./- -~f - r ,, '~ _ rte; r!__.•:'--:_.-" f ~i }~,~ rr~`r+l ~ N
~;r+ v ~ ~- _=..~._-l aaJ f~ ..r f ~~~--..ti ti'- ~„tiF.._ -~~'ti•~ 1 ,d ~ ~ ~ ~`_"~.`'~'•..-.r_ ~ r~"'"`_+~ ~ ,~~J °4.' U
_ ~•~: "i. ~.1 P r'~„r~``~ `-arm --_~.~ `I • ,,, ~' ; rt (~~ ' ~ t _ ' ~ 9 ~ j ! "'
~.~"•~'~ - " r-f` 1 ~ff f,,..l 5..-'r j1 - y.,,-_ ~''•"k ~~ ~rY,.-'' f `I r•.. .''~;•'•,~''_...1 6 ~~a '~ f` (p
3 r' ~ /
.,.. ~ ; r•~`^- .~~ ~`+„ •f iii i 1~ ~~,-. ~ t Y ` ,~R ~••ti __,___ _~" ~ .- f•1. ~~ f II~Y~`-+x ^ "jr= ` ~ ~h, ~'y~ ~S r Irk ~a~ ~
r'~~ r. 1 '~ ti J~ r ,a • ~ ~',•,,,_-~ -```.~~ ~f` {`' ''.f'a 11 r`~ -,^''r,r'~` ~4'•'`r9' ' ~ _!t `~ ~ ~
r^. "',~`~,_-•.` by +'• ,l :; 4 ~--, _ J.`+-,._- ~t"`'~,,,,_,- ,+ t' t• 1• r ,-P } ~ +` ._-~ ~ O
. ~f •• f l 1. r o
_r~ _~~-.'~.'-~z -••- ~; j,.~ r 'w.,` a ~~~'''' ._.~--..,0 ~ ~~' ~ d.+~J• ~: 1' Chi y ry ~ 1 V C ~,
a. z ~„ r~_y Seri -.,L ~ I f'k._,+.y i ~ '~•~- ~f F$ `y 1' f •~~^~yi { ~ 4 e~ 1 ~ Z iY ~ C
= h + ,•y ~- ~.~ +r~r~'f•-_.,._. yh1~•~-.`-_,.. 1 J' ~ ~ ~~ ~~I` ~ _ 'r r ~ +r ~ -f ~ ~
~- ~.,•'a r~ a ~~ r4 _'',4-'~-,. r/ j "•ti f4 " ~ 1'i'-:JR,,% ' r~~ to ,1 a r i i~~ ~ o O ~
.._ l rr ~ ti. ,r ,, `' - - ,fir ;, ~: ` ~ 1 1 .,r a ! , C
•~ f / J .y..~17 -+ -~ t • •~t ~• ~-_~ •.+~r ~ ~ f { ~ II i al ,1? Ir ~1'rr ,1, r o ~ C ~
t .{ i~--1 "y Jrf j' ~ ~~ 1 I 1 ~ 1 f 1.: ~1. ~ T (0 C
y a ~'~1 i .~ ''~ y .ti .a R. i ~ 4 '! . il~y ~, O o
''.~ ~•,_-r''{ ~~`-ti ~,.V~,,.-f'~s - ;i ~ ` ~';ti~ •~• ~~ L_.~• _;~~+ 4 t ~rtlr ~ .'i5~~`~ ~~~,•~, ~ ~ •a
t ; + -_.. ~ 14~~y~ mob. -,. y, . }'~ 1 r~ o m
.1 ~•i tilh` h;5~-y • rl •• ~.' ~~~ r ~.,. ~ '~i} i II ytl. ~ ~'"~~'h 'r ~ ~'y J , r_ ~ I t- 11 ~' i +rll ~ ~ ,
'r : 1` °'^~ r~ 4'1 ,t rJ •' t x-~~ ~a~ r ,•~f - ,J } y ~ '~ 1~ 4 ;1
C=+.~r.~ •~•- ('~.,,h5 ` ~ .: r r of f.-..,hy ~~ +•11 . - iJ • It. t 4 f 1 r'~~ ~. ( •r•' ~ r ~ /" F~." i+~ ~~ /~ li yy ,t{.
T 4.~.J 1 y4 y ~:~ ~ ~~ = ., u~^ ~ 1i,3 I i4 .I` j ~h +~1 ~ ~~J'fr ~~ ~ f , ' ~y y ~~ ~ ~~.
~; ~~' ._. y y ~-- ~ I ~ ~ , { „+~ `F - lid ;t ; y _ ' S 1 ~ ri~1 1 •r" r~ ar r!a i ~t ~I~ . h
~+ 11 ti t ''y .~ ~ I `•ti i ~ 1 11 ~.•C 1 ~ a f--'~ ~ f y 4
~ • '4 ~ti ti~ ~'' 1 j y 1 fa 1 ''- ~ ' r ~ yh ~~ I 1 i ~ ~7 f ~ i ~ '~ ti ly ~~-
~•- li ~ ~ ''ly
5. ~ ~ r •. i
.. ' . ra ~ ~a ra ~-~,.~ f ~ ~'~4 ~ ~'xr'~p+ i =rte 1 F ~ •'ti ~~ `•,.~
~~ ~
`~ ~~*.. :~ ._ -._, ~4v ~~ . °`~ .r'4.a f il~ it f ~ _. -......,i ~, i
•1ti ~ ~ ~~ ~` -.~:~ 1,a i-. •` _~'`L,,L -'frfr ! 11 i - 't _ r~5 i
1 y- I' `ate iI11~y~y ~ _ , r ''-~- •" -_.~..f ~ i 1 ~-••'y~ , ,li l t`
fr i~ "~•.` -= VV.''iJ'Gf~~~^sirt ~-'- i-s.-ti~o-~r •'~=_` s .. * ~ •i. ~ ,~ ti •.~'.' y)
1 __
. d 1• ,1 ~'1~i
.f a' f••J _.. ~-- ~ - ,(f I• h ~ `.ice +ti ~4 y 1 _ ~ -1 1,
= ~ II. I F r ~~ ~ f r4r' ~h~ 1' ;1~ '•yl 1 't~' ~_ "\ ~'~T~.{ -`1.0~ 1 L ~--,:i '~ `.
`,y '~ fr ~. `~ '-- 1 ? r r~ yl , 1i .~ ~ ~ a r/'-~~ _ ---__ _ o
~ 1 ~ tl •~ •i4 iy ~~y r 1; `~. . . * __ ~+ ~~~` ti 1 _ rr- w
i, f r-+~ hh,~ hl '~ •,~r (~ _ . ~ i 'I ;:•' _ _~~` Y _ } ~ •. '•i ,~•+, `~ti `~' > a'
r~r a rr` _ ',-~ '+•~ ~ `ti,'~ ~ '' f A_ • . !; ~ J it "~~~ ~ ~. •' - .~ _ `..r,~_- ~ 1 (~ o L
~- ''~t AI ii /rry~ ~ . i f t 1• 1 _ , ~ ; ~ 't[ '- i r f~ ~ ~ i4
~+ ~ ( ti ti, f IIti •, ~~,- _ i -_ti~~,~~ •i + -- ___; Iti~ _. - ,ti Y ~~''~. ''• I ~, . - Z o cn
! 1` .~ ~'{ ~~, i ~ % -_~~\`'hl;'I.11 0 1. ~ .. ~- _.`+ 1 ..,,1-y,Rt 4 +1hy .ti- f-

~~'~ \
~~~`
r~
'~
~'~r ~r .~ ~ ~ ~~~
t ~
fr r 5 1
~~-•---..~, f
.- ~• -~
Mom„/~~1y..1 ~ , rr~,f~
~~_..,,, ~ s ~,. ~,
-- 1 i ~ ~ ~ `
-. ti ~y,F--- ' ~ ~t
I~ ~' '~ r
s .--~..-...
~-~~ ~~
~ y`
\ 1

r t (~/ ~~','~ ~ 1~~~ o
f 1 ~5 `~ C
e !~ ~ ~~ ~~l ~ U
~ti N
t, ~;~~~
~!'`~ " `~ A ~ °'
,~ ~
` E
..~ ', ~~~
tf ~ °
,~ ~~ ~. o
`~`'~~ ~
~~ ~ ft` ''n'`
j ~~`
}.rr ~.
~1~ u }
'~~-•~.
r
r.,~, t ~ r ., o
~..3 . 1 ~
~ ~~~^~~ ~~ ~ ~~ ~ o
` ~- ~
~ `~ ~~ ~ ~ ~~ ~~~ t f
~.~ - ~--~ ~+ ~, ~,~`w
~ l fr ~.- ' r r`'r ~~
, 1 ~.
,,.~~,,,,_,r..~..~ 0p N C
Il \ T V ~~C'~''a._r'~_ ~ ~ O
o~~
r 1y- 0 ~ ~ ~ ~, Z ~
:~,^ ~ ~ '~
1 ~ ~~
M
W ~ Y ~
~~~ ~ ~ o =
Mu'-p
f7 ! ~ o ~
O t F r f'"/~..... in Q' .x
~" t ~i ~, t C~ ~
~~ ~ ~ ~~j ~t , ~ °~~
~' O C
~ r ~ ~~~~
- Q
to ~ ~~~ m
~U
~~
~ti ~ f~r',,k,
4 ': C
~ 1 -
~ p ,~ ~ p f~
~~
O ~ -_ N O ~ ch O ~ ..,..f
1 z = ~" ~ z = u. z = ~"
~ O F-O O ~""'O O HO ~~
vow F= oZ F- ~Oz
..
WW~J ~, ~W~J ~ ~W~J '~'~
~~W~ ~W~ ~ ~ ~. ~
W
Och,d.z Ooo z ~, Oti z~~.
~ ~OOOW 'J ~~OW ~CVNW -_---,
Ue-~U ~, U~t~U t,,, UNd'U ~-

0
~~
W y
~ m
~ o a°i
~ ~ L
Z~~
r ,C
o~~
zo~n
L
T
a
O
U
~n

N
4-+
O
b~0
cd
a

O

aJ
~ ~ ,
~
-~ 3
s

~ a
~
~ ~ ~
a
r
~ ~
,~
I o
I
~~ i _ ~.
'
~---

L.1
3
¢ti
s
~ ~ l
' r
i I
4
~! I

Z
O
Q
U
O
J
W
a~
W
H
Y
W
W
U
W
2
U
W
W
DO
Z
I-
I-
O
W
Jm
Q
F-
}
~~

W
2
U
W
W
m
Z
F-
F-
O
W
J
[D
Q
H
}
M
M OJ
CD O
IL') O
~
~ O
j t n
O l~
OJ ti
~ 0
~ 0
O? 0
~ t~
~
,'~~
O
I~
tO
CD
N
r
~
O
O
IA M
,~ O
~ O
O O
O O
O r
~.rj
M
M
M
lO
~
O
O N O O Q
r O
r O j
~ CO ~' 00 M :~'. r O r C`7 N to CV lfj O O ~ ~j N ~j r CV CV N I ~

~ M O d~ M M ln O O d' CD CD ~ h ~ C~7 ~ 11•) 6~ Q) O CD CO
~ O ~ O O r ~ r CV CV l1j O ~ r ~j ~j ~j CO N N CV CV CV
s tn ~ ~ O O tt~ CO CO N Lf~ N d- M rr.. ~ ~ ~ CD O 00 O I~ 1~
~ O c-
~-- O CV tT r1C ~t V' r' ~ O O ~- ('7 c- O
r 0) Ch N M M r
~
~ Lf) O r O O O C3 O N N ~ O
C'7 O
M M N M O ~ ~ ~ O O

O O O
CO ~ N ~ O O O OO
r ~
r O
O
r CO
~ ~
r CO
r, O
r r r r f~ I`

w..
~ ~ ~ ~ ~ ~ ~ ~

a~ ~ a o ~ o ~ W .n 1- ~ ~ ,~ .Y ,~

= C
L
~
w ~
N
'~"
~
to
+
O
~,
~
,~
,~
~
,,.., Q
n'
~
,,., a...
.Y
Y ~.
Y
C~
~ O
:a J
~ }
~
~
~
~
Y
a c cn ~ c Z O p O Z c o c ~

O ~
o
c
N
•~ „_.
o .
~
~
c
c
~
o
Z
o
~
~
~
~
~
Z
°-~
~
~
'~
c
c
o ~
~
~
~

~
~ ~
C
~
~ ~ ~ ~
'
V
L
~
~ O m
~
V
~
~
- o
J ~
(/~
J ~ '
O c~ c~
~ O
• . .~ ~ p
j a
C a
O C C ~
0
~ _ J
0 ~
-
O
` ~ ~ ~
~
0 •-
o a~ a~ ~ •c o a~ a~ ~ O O
~ O v)
° ~ ~
~ -
~ O
a p
O Q v).
° ~
> > 0
~ 0
o w 0
n. °o o -
~ ~ ~ ~ ~ ~
~ c
a ~ + c
v c
o ~ co co ~ ~ ~ c - E ~ c ~- c a n- c c ~ ~ c ~
o ` ` ` ,~
~ m Q Q Z (A Q Q Q W W ~ _1 ~ f~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
(S

Tusquitee Series
The Tusquitee series consists of well drained, moderately permeable, sloping to steep soils that formed in colluvium
derived from schist, gneiss, and granite. Slopes are 7 to 45 percent. T
Typical pedon of Tusquitee loam, 15 to 25 percent slopes, in a wooded area in Pisgah National Forest, 1/4 mile
north of Yellow Gap and 100 yards north of Yellow Gap Road:
O1-linch to 0, fresh leaves and twigs.
A11-0 to 4 inches, very dark grayish brown (lOYR 3/2) loam; weak fine granular structure; very friable; slightly
sticky; many fine roots; 5 percent gravel size fragments; few fine flakes of mica; strongly acid; abrupt smooth
boundary.
A12-4 to 10 inches, dark brown (7.SYR 3/2) loam; weak fine and medium granular structure; very friable; slightly
sticky; common fine roots; few fine flakes of mica; strongly acid; clear wavy boundary.
B21t-10 to 23 inches, brown (7.SYR 5/4) clay loam; weak medium subangular blocky structure; friable; sticky and
slightly plastic; few fine roots; few thin clayfilms on faces of peds; common fine flakes of mica; strongly acid;
gradual smooth boundary.
B22-23 to 44 inches, dark brown (7.SYR 4/4) clay loam; weak medium subangular blocky structure; friable; sticky
and slightly plastic; few fine roots; few thin clay films on faces of peds; common fine flakes of mica; strongly acid;
gradual smooth boundary.
B3-44 to 51 inches, yellowish brown (lOYR 5/4); weak medium subangular blocky structure: friable; slightly sticky;
few fine roots; many fine flakes of mica; strongly acid; gradual smooth boundary.
C1-51 to 61 inches, brown (1 OYR 5/3) fine sandy loam; weak medium subangular blocky
structure; very friable; many fine flakes of mica; strongly acid; gradual smooth
boundary.
C2-61 to 70 inches, pale brown (1 OYR 6/3) sandy loam; weak medium subangular blocky
structure; very friable; many fine flakes of mica; strongly acid.
The solum is more than 40 inches thick. Depth to bedrock is more than 60 inches. The profile is strongly acid or
medium acid throughout unless limed. Gravel and stones cover 0 to 15 percent of the surface.
The A horizon is very dark grayish brown, dark brown, very dark brown, or dark yellowish brown loam, stony loam,
or fine sandy loam.
The B2t horizon is brown, strong brown, yellowish brown, dark brown, dark yellowish brown, or yellowish red
loam, sandy clay loam, or clay loam.
The C horizon is colluvial material of fine sandy loam and sandy loam that contains coarse fragments in places.

~~

Y
W

.
W
U 0
¢ /,
/
O
OC ~/
~ W Ic
w ~ I ; I I;
m ~ ~ . I I'
Z ~ I
; I I 11+00
~ Z ;
C o ~ ~ :~~:

~ ~ ~ ~ ~~
's l 1.
U .-.
~y~
- ~ ~ J I ~-
; I I; ~~ S
~ H
O l
J ~~ ~~ 3 ~ ;I I; ? o
3
~+
~ ~ ~ ~
~ Q~:
``
° I it I; ~
l I
~ ~ \ ~ s
~ ~ o
~ o
~/ ~ \
1 0o I it IZ °o
0 ~
~' 0 ~ ~ ~3 I ~I I;m
~ \ ~, I I

~ ~ ` ~ ~ I I;

U
~
C
\ ~ ~
ill; 9+50
0 O I - ~.i I
to ~ (17 ~ I ~ I I;
Q) ~ I '; I I:
I I ~

U -~
I :Ili
I 9+00
Q1 [ - j ~
I ~II~
;Ili
~ ~ ~ I ~ cl li
L = 1 ~ I
~ W cll

~ O \ ~ ~ I ; I I; 8+50

f- \ \ w I I I; ~
,
I- \ Y
gym
\ ~ ~
~ . x~
~
\ ~ ~i o~ r
U si- (!)
\ \ N p3
O
\ I ~ ~W

~ °° 7+50
m o~

0
~~
~'
N
z
~, o...-.
7+00 I
~~

~n o (#!) uoi~ena13
o o rn rn w o°o ~
_- i - ~_ -_
_ 11. f _
780 ~
790 ~
N
800 0,
O
810 n'
820
830 ~
3
840 s
v
850 0
a
860 ~°~,
870
880
890 ~
a
900 a
910
920
930 ~
X
940 w
950 I
960 0>
a~
970 s
c
980 °1
.N
990 u'~
1000
1010
1020 --
c
1030 c
.~
1040
1050 ~
1060 ~
a~
1070 ~
1080 p
a~
1090 ~
1100 U
1110
1120
1130
a~
~ 0
~ ~ Q
~

a
11 11

z ~~
h
~~

R. ~j
~
~
`~ h ~

~'
-~.
--~-
~ 3
,~

~
~

~ Q~
~
°~
r1
~ d

~ ~

O

z
~ W
a o.. CO'p Ei~ O ~a
~~oi ~Q. a~. ~ -O ~ ~, ~ ~ W r-1
.~6~0 , p O O ~ a, ~ ~ F
`'~ . oo~~ p~ C zx ~ ~ A ~ U
O ~ ~ , pL-~ FO aU ~O Z
~ II 1 ~O~ (~W O
II ~ ~ ~~~ WOE W~ Uz ~
,c ° ~ C H ~+ ~ O cn Z
~ O ~ ~
3 0 9~N W,, ~ ~"~ W
c ~ -C~UO~ UA zE o~ x
~ ~ ~~ ~ x~
~ ~~o z
~ p• a! ~ ~~
b. o°o~ o ~
o~~/. mo3
.,.~~
'o.
~ o o~a
t •,o 'o=
~: ' P.•• o
~i' ~ ~ ~ t ~' -g I I
C2 ~t .ct ~
V `O t O I L O O .~
h ~41 QI ~ ` ~ 4~
® O t ~t j ~ ~ O
~ ~t ~~ $ o ~ c O~Y~~ N
~~
Q ~ ~ .~ ~ o ~~ ~• aci
t ~ T , t / 1r1 I ~ ~~ ~^
~ ~ ' ~ N~ ^~~ .~ L
`' ~ ~ f I , ~ ~ D+ C
~ I IX~
1 _!
~``--
l ~ '' / I ~ ~ O ((`
(\
~ j ~ m
/ '~
O 1 / ~ t O r. I ~ ~ ~ '~ ~
~ O ~ ~ co ~~ I ~ Oe =•a .
G ~ • p
N ~ ~ .',. ~'D~ ~ ..
~~
~---- ne
~ ~
c ~ ~M poi ~ ~~rl ~ ~a 1;'a
~ a
p p a
y~ /t
• l t O•I~
~.. ~3

i
~,
• t
n
,`4
Appendix E DWQ Stream Habitat Evaluation Form '
5/99 Revision 4
Habitat.Assessment Ficlc: j? t;.~ ihcf ; ~ ,,
Mountain/ Piedmz*nt Sir?r,.Z
Directions for use of this Assessment: The observer is to survey a mini.^_'.;m oi' I'?~) a1 :; :rs of s.:am, preferably in an upstream
direction starting above the bridge pool and the road right-of-way. The s<<,:a;n segmet_~, wl;ich is assessed should represent average
stream conditions. In order to perform a proper habitat evaluation tl:e ob;.;:rvr~, neec'.: to ~:a into the stream. All meter readings
need to be performed prior to walking the stream. When working~tl;e l;~uaat ,~tlex, select tl;e inscription which best fits the
observed habitats and then circle the.score. If the observed habitat falls i~t l,,a~;rF~,n Iwo descriptions, select an intermediate score.
There are •eight different metrics in this index rind a final habitat score :; ;;~;tt:~,;,inerl b ^ddinn, the results from the different
metrics. ~ -
~, • ~ S~Z 1703
Stream A ~e PS ~ Locati~n/R~z1_~f}'~=~~~-- -
Date_~ -/Q~-OS' CC# 9-! S- ~ Basin -
-z2~os . - -~_~-.__._. _
Observer(s)~L ~ ~ ~ ~ Office Location SV~V ct __ .__ _•~•"'
Type of Study: Fish Benthos Basinwide "'Special St;:uy (f -:;~;c.- •~:;) _
Latitude,3$~?~tl• ~rLon ;tude ° ~ ~•
---L- g~ ~ ~6 ~Ecoregion (circh~ ~,~r;1 t\1T p
%;li a i i tY •--~Ct~r~O~
Y:y,:.~~, in
"^Y _~C w % D%V ~~
-~~rrti. ~rL
Distance 5::; reyed~meters
Physical Characterization: Land use refers to immediate area t'. ;t y,;u :.•~, sr•; fro t:7 sampling location -include what you
see driving thru the watershed in the remarks section. Also uc~~ i~ ~.~~ ; •; ~~n;;rks sti:'ian for such descriptions as "deeply
incised" or "exposed bedrock" or other unusual conditions.
.Land use: Forest TS % .Active Pasture °,b Active Cro s__
Industrial % Residential~_% Other %-Descbe: ° I,..,~wf1e~ds_"Lv'~~ Commercial
Width: (meters) Stream_ < ~ Channel. < ~ Aver:<<a Stream ',e them ~
P ( )~_ Velocity G~m/sec
Flow conditions (circle one): High Normal Low
Manmade Stabilization: Y[~ N[ ] Describe:~2dm ~t,-f' ~~q~, O ~ ~fYX !/~° j
Water Quality: Temperature °C Dissolved Oxygen m~/1 Co:tduct?vity _µmhos/cm pH • ..~
Turbidity: (circle) Clear Slightly Turbid Turbid Ta*u;ic
Weather Conditions:- C ~ p~~~-- ~~~r ~ Photo #

Remarks: S tr~r~ i yyt P q,G><ey 6 ~
~ h7~
mQ --n ~ona ~o,e Dpa.
The Internal Technical Guide jor Strewn IYork in North Carolina
-- ~ a ~
22

~~,
j
IV. Pool Variety Pools are areas of deeper than average maximum depths~with little or no su:-facz turbulence. Water velocities',
associated with pools are always slow. Pools may take the form of "pocket water'', small pools b~hind 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 (<30% of the 100m area surveyed)
..: a. variety of pool sizes ... .... ......................:............... ........ ' -
b.pools same size ..............................................:.............. ................................... 6
.................................................... :: 4
B. Pools absent
1. Runs present .........................................................:....:..... 0
...................................................>............ 3
2. Runs absent .............. '
............................................................ ......... .......... ....... ,...... ~ p
Remarks ~ -
. __--. -- .-- -- _ Page Total
V. Riffle Habitats
' 'if'a ;~ r: tit;c~tY Piffles Infrequent
• Score Score
A. well defined riffle and run, riffle as wide as stream and extends 2X , tic??;~ ~::~~-•:^m..... i 5 12
B. riffle as wide as stream but riffle length is not 2X stream width .................... ... ,.. I~; 7
C. riffle not as wide'as stream and riffle length is not 2X stream width „ l t:~
D. riffles absent ...................... ........... ..........
. ..a;- ,' . ; ................................................. ....................... .......... :0 ~ Subtotal~,~-3.
- ~ ~.. ,.
~_ .
VI: Banl: Stabilify and Vegetation
Left Bank Rt. Bank
`~:-
.Scare Score
'A: Banks stable ~ -
1. no evidence of erosion or bank failure, Iittle potential for erosion . ....................
............. 7 7
-B:-Erosion areas present
I. diverse trees, shrubs, grass; plants healthy with good root systems ................................ 6 6
2. few trees or small trees and shrubs; vegetation appears generally healthy:,..:.,..,,,,,,,,,,,,, 5 5
3. sparse vegetation; plant types and conditions suggest poorer soil bi;:ding....................... 3 3
4. mostly grasses, few if any trees and shrubs, high ersosion and failure 7r~tcntial at high flow 2
5. no bank vegetation, mass erosion and bank failure evident ............................................ ~ p
Total Z
Remarks
VII. Light Penetration (Canopy is defined as tree or vegetative cover directly abcvc tl~e stream's surface. Canopy would block
out sunlight when the sun is duectly 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 ....................................................... 2
E. No shading ............................................................................................
..................................... 0
Remarks
Subtotal ~
The Inter~zal Technical Guide jor Stream li~ork in North Carolina
24
~ (~

' ~-BEGIN SEGMENT 1, STATION B
I
~ -- CROSS SECTION 1, STATION 8D
~ ~-END SEGMENT 1, STATION 86
1
i
~ --BEGIN SEGMENT 2, STATION 286
I
1
~ -- CROSS SECTION 2, STATION 382
~ ~ -- END SEGMENT 2, STATION 4PJ2
I ~!~ POINT OF STREAM PIRACY
I
i ~
-~. ',
I
~ `,, ~ POINT OF STREAM RESURGENCE
;: I ,'
CLEARING --- j ~ ~~-BEGIN SEGMENT 2, STATION 644
I ~ ~- CROSS SECTION 3, STATION 655
~., ~ ~~END SEGMENT 3, STATION 7PJ1
••,• I ~-~-POINT OF PIRACY
TRAIL -- ~~~~~ ~ ~ POINT OF STREAM RESURGENCE
I
i
I
I
I
I STATION 1PJ64
i ~~
MILLS RIVER ROAD (GRAVEL)
MILLS RIVER 8.45 MI.
ROCKY BRANCH
REFERENCE REACH
UT Turnbreeches Creek Relocation
Hog Rock Road (SR 17P13)
Henderson County
~~

Y
C
O
0
a
x
0
0
n
O
N
U
0
c
0
U
N
X
4
Y
C
(d
Q~
c~
L
.~
~t
4
I

~
I
f --
~
I ~

4
- ~--- -
I
+

1
I ~
i
I

i F
- ~- -
i
I

I
4 ~
i ~
4 .. , N
~ ~

~. U

a ~;-.
i X.
~~
~

I

_
- --
~I ~
_~
1 . I
~
. I
( 1 ~
~

~
~

~ I
{
t -
I
1 r

F'
I I
I , }
~ ;
,
~~

_ _,

~ ,
i
;~
~,.

~ -
,
I
_-- -
I - - ! - -

i ~ - 4 , - -----
I
~ ~ ~

,
~ -; ~- -
~

, ~ -
{.
.,
`~

_.. _
-
_I--
- - ~ --

~
_
-- ~ 4
I 1

-- .{ ~
~~
_
-- -
~ I
~

I
f f
~
~
I
~ i
i ~

I ~-

~
I ~ ~ '~ ~ ]

- f--__ 1
~

;_ _ ~

,. ~_..
- ,_
~1•:
f
t
k
~ {
E
'

. -
~

'
~ ,
f ~

-
~ ~ X':
.4 ,

; ,
~ ,
~ i
'.
~ ~
~

f
-- --- ----- I -- - , - ~

' , i ~
~
- ~ ~ ~
~
~ . ~ r.
r
~;
f ~ '

'
I
i
I i
~
( ~
i,
( .
t
~~

X ~
.' ~ ; I
t ~ I .

~..
~

+ . i ~ r ~ ~. f I', t , I ~.

_
- -- -- - f
-- T -
- - - ~ -
I
-~ --
i ~ ~ !
-;-- ~-
. ~
- I- --
~:
i ,; ~ I
~ i
~ ~~
,
i 1 t
~ ~
x ( ~ ~
` a
~ ~ ~ ~
I. I_

~ i I 1
I 4 ' ~
I ~
1
- X ~ ~ ~ ~
i ,

_ i
~ I
i.
I
J
I
; I

i ~

E {:
~

~.
,:
I
0
rn
O
0
0
0
0
v
0
M
0
N
!7
r
0
0
0
rn
0
°o °o °o o° °o o° o °o °o °o
O O 07 Ih (D to V M N
0 0 0 0 0 0 0 0 0 0
(u) uoi~enal3
0
0
0
0
3~

0
rn
0
n
0
Y
C
(~
O
O
n.
0
F--
X
O
O
a
O
N
N
U
.`
O
M
C
O
:_~
U
N
N
X
o a
~ Y
~ C
(6
.a
0
N
O
r
h cD u~ v
N N N N
O O O O
(u) uoi~ena13
32
c`~
0
. ~
c+~ ~
N
O
r
N
3
L
.~

C
M1. ~
a
(B
U
a~
~," >
m
O
'n
.`
L
~-
N
N
O
•~
~ C
~; O
oU
a c
,~ ~ o
o
~.-. O
O ~
C
L o)
'~ _
O
G
s~ ~
O
O
ti
O
U
0
F-
O
4^~ y
O
~ U
E
-
E .
.
.-. ~
v
N ~. Q y .L2

n ~•N 0
v` v v
e_ ~ ~ C ~.
~ ~ >
E ~ ~ ~
o o
•~ ~
O O .C i
n•
N ~ O
~ C
> `
~ fn
~
~ ~ (0 N ~ ~'
•~- 0~
~ ~ w ~ U N N 7

In p~
~ O (n ~--• N O ~
0~~- Nr•O0 O
~ `oooo
~ o
o ~ li

p .~.
... O N
~ O .-. - ~

~
to .V O
O ,~ .
~ N
_
v `
(9
(B ~ L U
" N

C C m O N
• O
O .a U L
~ N
p N aJ
U O` •y ~ O
a~ L L ( cn O O O
U

~ C
'O U C C m ~
O C f0 (U (0 ~
•~ a (Q N
H

•~ U
O~ L L C ~
~ c~ C` N
C
c~ Q u~ ~
U ~ O ~ ~ 'O N ~ Q ~ ~
•!n
ti
~ ~
r..cD
o ~
~v~ v
p ~ ~
ops- r O ON.-- O
o
LL Ll.
O

~'
~n ~n ~n v u~
Sri ~ v ~' ri
.~ o ~ o ~.
o `' o s- o
s- s- r-
uoi~ena13
O' '~ .~.
~ v tiN

L
~
~ ~
~
• -

U L
r
+
(0
f0 ~^~ 4)
~..
~ r = ~ O 4)
.L]
N ~°

N
c .~.
L
c° _ a ~ c`v ~ n. E

~ m ~
C
~ ~
~ pVj ~ c
0 X ~
•C O U
O
.
~- to ;d O (9 ~ ~ ~ ~
X3EE3.c~ ~ ~ N
>-oti
~
w M'~tN~CON~ ~ s-s-~

C
s- tIj O O In O N C O
O 0
0

m m
3~

. number of particles
o ~ o ~n o ~n o N
~' C'7 C7 N N r r Ln O ~ ~
f-
c~
0
mU
~ c
~ o
C
O N
O C
z ~
O
~' m
O a
Q) ~
~- c0
o U
z ~
c .?
O D'
U N
O
N O
O ....
U aNi
c 3
o ~
..
c E
o m
U o
O Y
.a ~
.a O
O LJ..
~.. ~
O ~
U U
~ O
~ ~
N
~_
O U
O
r ~
a
0

°
0 I o o 0

0 0
o
ag
o ~°~o
> ~.
~
E ~ ~ ~ ~
°
V N ,N O V ~
O
O
r
O .-. Cp M 0 ~
~ E '~ O N O
E
v .n
-`
N

v~ ~ (0
~ O N
~
~' N E ~,
U
'C
~
N.
Y
n ~ ~
.
~-
O
I I '' I ~ t o
~ °
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
o rn o ti cD ~n v' c~ N .-
uey~ ~au~} ~uaaaad
0 N M I~
^ 0 r
O O ~
O
E O O
E
~ (D In O In ~t to
N ~-' M ~ (D o0 m
~ 0 ^ 0 0 ~
3~

N
0
s
0
c
N
O
O
Z
C
O ~
U ~
N O
~ U
N C
N O
U N
Y ~
O N
LL =
~ '~
U f0
O O
~ ~
~ ~
c
0
U
number of particles
M N N ~ ~ ~ 0 0
y
U
U
_
(S3
a
w
0

I
0 0
o o ~ ~ o
°

0 ag ro o
o r-~
N ~
a
~ j vii ro p ~
O
~
~
U U
N 'n
O
O
r
0
0
0
O
O
E
E
O I
O .N C
r- cn O
U j
U ~
(0 N
a
N
iq
~-
~ O M
~ ~' O
N O
~ 'y
E ~
aY
'v N
a~

.n
a~
n.
a~
U O
M
O O O O
ti

7 E
(n E
U ~ O l1') O l1') ~' Lf")
;`~ N ~- M In c0~ 00 O
'
-i (n
Q
I I ~ p

0
0
0
0 0 0 0
0
0 ~ O
0 0
O O O O O O O O O O O
O O O ~ cD to V' M N .--
uey; Maui} tuaa~ad
• ~ 3~

number of particles
O o0 CD 'ct N O
N ~- ~- ~-- ~- ~- CO CD ~f N O ~
- -- --
to
N
O
U
.`
0
Y
U
O
~"
C
U
a~
.n
a~
D.
U
C
O
U
a~
.n
.n
a~
a
a~
U
Q~

--- - - -- --
---
,
j -~
.. .. _.
c ..
... _ .. _ _ _..
._
.. __ ._

- -- -------- - - - ----
---- -- ---
- --- ----
o '
~

a ~ - - - - - - - - - - - -
_ . ..
C _....
;_ ,
I i ':

:_ ._. _
o I
Y a _ ;.
I
` ----
~ I

Y
-...._..-.._.._
.......__t-._.......__.....__...._.... _.., _...~.--- .....
N _I .__ __. __ _- _ -----`---._. _.._ ... ...................
I .... _........ __ ......... ' . _.._._.- _. -._ - - .... _. _.......__

,~..,, _.,
_.
~ I I

~
O t
I ' ~

I ~ ~

- _
~ ~
_ ~
~ -
co
1

o _ _ _ _ _..___
I
~ I ~__ __
a~ I ~ I

I
I ( '-
(
'.
I --._ _._ _....----
O
O
r

r-
I H
o ~ C ~ ~ ~
'D
j N ~ 'n 7
~
~ - O V O
N ~

o E
~ U
O p N N 0
r .~ r ~ O
O (CU O N
~ 'y ~
N E ~
i4 a
~- =p N
r- ~
~ r
... .-. N to ~" ~ r r
N
• 1=
N
~ ~ (D In O l1') '~ lf')
v N ~-' M to O C+O Cn
cn 0 ~ 000~

o ~-
0 0 0 0 0 0 0 0 0 0 0
O ~ W ti COD ~ ~ M N O O
r
uey~ ~auy }uaa~ad
- ~~

`~
;;
~~=,\
Appendix E DWQ Stream Habitat Evaluation Form '`~
5/99 Revision 4 ~`
Habitat Assessment Field Data Sheet ~~
Mountain/ Piedmont Streams
Directions for use of this Assessment: The observer is to survey a minimum of l00 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 readings
need to be performed prior to walking the stream. When working the habitat 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 fmal habitat score is determined by adding the results from the different
metrics.
0p.4tS ihli~as W~ff
Stream QCE(,.~ ft"p~~ Location/Road at ntjf"~s '`iV-eY Coun
~`cs7~, -D - ty -s~E' 011
Date _~CC# (~ S~j-L- ~ Basin ~i'>°Ha~i 8lva.~
// Subbasin
Observer(s)~~/ w/1~' Office Location NG ,U°T
-PlV.1y fy/va Agency_ ~C/~' j)4?
Type of Study: Fish Benthos Basinwide Special Study (Describe
v ) 1~~BiYrJi' f
Latitude s ZS/ r,~/ ~Lon nude ~ ~ ~
g ~ f~ /~ Ecoregion (circle one) ©p Distance Surveye DO meters
Physical Characterization: Land use refers to immediate arcs that you can see from sampling location -include what you
see drivinb 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°,o Active Pasture °io Active Crops % fallow Fields °,o °
Industrial °b Residential % Other / %-Describe: /-~ Commbercial /°
--[~ _ /VDI~/i ~i`!J ff~ Lrc~ r /1 Da~-
Width: (meters) Stream_ ~ Channel Average Stream De them ~ ,
P ( )_ d ~ Velocity~m/sec
Flow conditions (circle one): High Normal Loy
Manmade Stabilization: Y[ ] N[~
Water Quality: Temperature °C
Turbidity: (circle)~C el a~ Sligl
Weather Conditions: ~rh,r~ ~,t,
Remarks: /'S~/-~ ~ ~ GfG
Describe:
Dissolved Oxygen mg/1 Conductivity umhos/cm H
P
ttly Turbid Turbid Tannic
~Gr'~' Photo #
c~;» 4~2.q ~ if/. o~' row hds err ti 41~P ~~6?.
a 7~i a i, . .
The Internal Technical Guide for Strewn ):York in North Carolina
(~ ~ 22

.. .. ~~
., '~.
_,~~.
]V. Pool Variety Pools are areas of deeper than average maximum depths with Iittle 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 ~'~.
Iarge high gradient streams.
A. Pools present Score l•'• ----
1. Pools Frequent (>30% of 100m azea surveyed)
a. variety of pool sizes ........................................................................................................ 10 ~',
b. pools same size ................................................................................................................ 8
2. Pools Infrequent (<30% of the 100m area surveyed)
a. variety of pool sizes ......................................................................................................... 6
b.pools same size ...........................................................................
B. Pools absent ...................................... 4
1. Runs present ....................................................................................................................................
2. Runs absent ...................................................................................................................................... 0
Remarks Page Total
V. Riffle Habitats
Riffles Frequent Riffles 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 Rt. Bank
Score Score
7 7
o
5 5
3 3
2 2
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).
r
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 ....................................................... 2
E. No shading ....................:............................................................................................................. 0
Remarks Subtotal
77~e Internal Technical Guide for Stream Nork in North Carolina
24
~~

f ~ ~
Stream Classification Form
1
D
Ir)
9
A,
~~`
p~
CJ
Strc:.vn NAME. •

Drainage ARGA:~,~
Basin NAME: 6VL

act'c ~" ~~ ~

L,~~_~G[rY~
SJ~3
yzq~

~Rcp
t_ocation:~%S~'~ 9$y ~N o IZcP X-~~- 700 '.t/ v ~ ~ZcP .
X
_ tiec: Qtr: Lat.
~r,,,p. _ 1.,~~:

Date: tong.

~_ f_ OS
Uhservci~: h~tit'Pi
Banl:full WIDTH (Wt,t;r) c(,~ _ S,~ Feet •`f
-' W1Dl'I-I ui'the stream channel, at bankfull stage. elevation. in a ri1'lle section.
_ - _..
.. - _ tD, ~ -~~ 3 Feet p.,~

`• Mean DEPTH (dt,kr)
IVlean UEl'TI-I of the SIrCAm l'hallllel CrnsS-SCCUUn. ill ballklull StagC elCVallOn, in a riffle section.

_ _. _. _....._ _ .. 2 . Z
y
...., ., ~, S ~ ~ Feet
' , ,
. Banlcfull Cross Section Area (At,kr)
AREA of the stream ch~uu,el cross-section. at bankfull stage elevation, in a riffle section.
_ , ._ ..,._._.
((?
/G~ F Ft y, `7

PTH RATIO (W~~;r/dt,kr)
WIDTH / DE
~. IIankl'ull W[DTI-1 divided by bankfull mean UL'PTI-1, in a riffle section.
,. :. _,.,
~`~ s Feet
~ d` ~~ °)
Maximum DEPTH (d
~„t~t;r)
`~ Maximum depth of the bankfull channel cross-section, or distanc.~ bet,t~cen the bankfull stage and
_ Stream Channel Classification (Level II) ...
T. ~ Fir p ¢ a m
thahveg elcvauons, ut a rtttle section.
._. _.- -
_ ) I(9t '~. - ~, Feet
WIDTH of Flood-Prone Area (Wrl,;,
1 vice maximum DEI'TI I. or (2 x d,,,h~;r) =the xtage/elevation at which tlnod-prone area WID"1'I-1 is
' ` -determined in a rillle section.
-_
. _ a . s -1, s FUFt
' Entrenchment Ratto (ER)
The ratio of flood-prone area \~VIDTH drvided by bankfull channel V/IDTH. (\~/rr,/W~,~,r) (rillle
;: i' section) - -:, _ .
..._ ...... ._r3 _
_ __ .,
', Channel Materials (Particle Size Index) DS0 ~_mm
<" The D~0 particle size index represents the mean diameter al channel materials. as sampled from the
:~. .
-;~ channel surface. between the bankfull stage and thahveg elevations.
__ ~ _
Water Surface SLOPE (S) ~'~'
Channel slope =' rise over run" for a reach approximately 3U - 30 bankfull channel widths in length.
~. -'- with the "riffle to riffle" water surface slope representing the gradient at bankfull stage.
_ ~, ~.
:,~.
Channel SINUOSITY (K) ~ ~~ ~~
Sinuosity is an tnd~x ol'chaiu~el pattern, deternuncd from a ratio of strum length divided by valley
I • tl (SUVL)• or estimated from a ratio u1'vi,lley slope divided by channel slope (VS/ S).
,.;1l.3
3.
1~-
!_= (0.9
- ~~~~~ ,072-
:. 0.3
Ong i --. , :.-: ;
,... ,. -
_ _ ., -
ForReference. see page 5-5 6:
~°
Stream Type B ~Q. Rosgen, 1996. Applied River Morphology _
Josh:ClMy Documents/Class A6
© 2003 Wildland Hydrology
Files/RAM/Field Manualltst field day.xls
`r(~

~~~ WAT X94
~~' ~
~~~_ W~~
~ ~
May 9, 2005
Mr. J. B. Setzer, P.E.
Division Engineer
North Carolina Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
17ichacl F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.E. Director
Division of Water Quality
Subject: Permit Application for Proposed Stream Relocation
DWO Project No. 050741
NCSR 1703
Polk County
Dear Mr. Setzer:
The Division of Water Quality has reviewed your submittal fora 401 Water Quality Certification for the subject
project. Review of your application revealed it was lacking necessary information required for making an informed
permit decision. The permit application was deficient in the following areas:
• A stream mitigation/relocation plan was not submitted with the permit application. Please provide a
stream relocation plan for this project.
Therefore, pursuant to 15A NCAC 2H .0507(a)(5), we will have to place the permit application on hold until we receive the
requested information. Furthermore, until the NC Division of Water Quality receives the information, we request (by copy
of this letter) that the US Army Corps of Engineers place the permit application on hold.
If you have any question or require additional information, please contact Mike Parker at 828-296-4500.
Sincerely,
Alan W. Klimek, P.E.
cc: Angie Pennick, USACE Asheville Field Office
Mark Davis, Division 14 DEO
Transportation Permitting Unit
Asheville Regional Office
No~rt}tCarolina
~lafrrra!!~
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Yhone (828) 29G--1500 Customer Service
Internet: h2o.enr.state.nc.us FAX [phone]-G23-6748
An Equal Opportunity/Affirmative Action Employer- 50°o Recycled/t0°6 Post Consumer Paper

~~o~`~~~
o. NN(o~
y° r""'.
~,~ ~-~ .
•~~:;.~•
~~~
~q ~Q/~,
~ v
'~so°FaR ~2.
~'
9tiQSTgTF/P ~GS
o,~~~ya~~~ry
0
Rem
cy
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
Apri127, 2005
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
SECRETARY
Subject: Nationwide 14 & 33 Permit Application
SR 1703 -Hog Rock Road
Henderson County
State Project No.14C.045115 (DWQ Major Permit Fee $475)
Dear Ms. Pennock:
The North Cazolina Department of Transportation (NCDOT) is proposing to widen, grade, drain,
and pave SR 1703, Hog Rock Road, in Henderson County. This proposal entails widening and
paving the existing gravel road to a standard 18-foot roadway. The work is necessary to improve
safety and reduce maintenance cost. Funds have been allocated for this project, and NCDOT
would like to perform this work during the 2005-06 paving season. An onsite investigation was
conducted on April 15, 2005, with representatives of NCDOT, the US Army Corps of Engineers,
and the NC Division of Water Quality to assess impacts and make jurisdictional calls concerning
the roadside seeps.
I am sending astraight-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, the proposed channel change, as well as a marked county
map and USGS quad map. Natural channel design techniques (pattern, dimension, and profile)
will be used when relocating the stream. The stream relocation will be constructed in a dry work
azea and will be seeded with native vegetation and stabilized with coir fiber matting before water
is diverted. 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 threatened and
endangered species. There are no records for threatened or endangered species for the unnamed
r,,,,~ --;,!~
i ~'^ C E !'`l L= D

tributary of Turnbreeches Creek. Additionally, there are no records for the entire Turnbreeches
Creek watershed. The unnamed tributary is small (2-3 feet wide). The impacts from the culvert
extensions and channel relocations will be minimal. For these reasons, .there will be "no effect"
on threatened or endangered species.
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the OiIice 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
In order to construct the project in accordance with our current secondary road standazds, it will
be necessary to impact waters of the United States in the Broad River Basin. Specifically,
NCDOT is requesting to extend/replace five metal culverts in unnamed tributaries to
Turnbreeches Creek (DWQ Class: C, Tr) and relocate a small roadside stream. All of the
unnamed tributaries have well defined channels, which lack vegetation and have substrates
composed of cobble, gravel, and sand/silt. Therefore, we believe the unnamed tributaries are
under the jurisdiction of the US Army Corps of Engineers. These small streams have unstable
channels due to recent storm damage and are undermining the road. Listed below is a summary
of the proposed impacts.
Site No. I•;xisting Condition Proposed Condition Net Impacts
Station
Site lA Roadside (Ditch) Channel Relocation 10' Temporary
7+98 to 8+08 Stream
Site 1B Roadside (Ditch) Channel Relocation 14' Temporary
8+10 to 8+24 Stream
Site 1C Roadside (Ditch) Channel Relocation 263' Temporary
8+55 to 11+18 Stream
Site 2 30' x 24" CMP 40' x 30" CMP 10' extension
11+18
Site 3 50' x 18" CMP 50' x 18" CMP 0' extension
11+25 to 11+75 Drivewa Pi e
Site 4 30' x 36" CMP 50' x 54" CMPA 20' extension
17+75
Site 5 25' x 30" CMP 35' x 48" CMPA with 10' extension
22+10 headwalls

Site 6 30' x 36" CMP 30' x 48" CMPA with 0' extension
24+50 headwalls
TotalImpacts 287' Temporary
40' Permanent
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 Enviromnent and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am requesting that 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 or Ms. Lori Jones at
[phone]. Your early review and consideration will be greatly appreciated.
Sincer
Mark T. Gibbs, P.E.
District Engineer
Enclosures
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

.,
.,
:~
..~.
~O~
0
OFD ~F~9
Pre-Construction Notification (PCN) Application Form
QG
1~
~~
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Watcr Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
SR 1703 Hog Rock Road
Henderson County
NCDOT Division 14

Office Use Only: ~ ®q ~ ~ Fonn Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
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 & 33
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
Attn• Mark T Gibbs PE District Engineer
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: maibbs~a dot state nc us
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: N/A
Company Affiliation: N/A
Mailing Address: N/A
N/A
N/A
N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 1 of 9

III. Project Informztion
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 1703 - Hoy; Rock Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C. 04S 11 S
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Henderson Nearest Town: Hendersonville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of I-26 and
US 64 in Hendersonville take US 64 East and go approximately 8 S miles turn right onto SR
1703 Hoa Rock Road this is the~roject
S. Site coordinates, if available (UTM or Lat/Long): Site 1-A 1-B ~S 40694° N 82.31639°
_W) Site 1 C (3S 40694° N 82 31611° W) Site 2 3 (3S 40667° N 82 31SS6° W) Site 4
(3S 40639° N 82 31SS6 W° Site S (3S 40639° N 82 31222° Wl Site 6 (35.40639° N
82 31167° :':'~
(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): Turnbreeches Creek (Class: C, Trl
8. River Basin: Br ad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o enr state.nc.us/admin/mans/.)
Page 2 of 9

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and agriculture
10. Describe the overall project in detail, including the type of equipment to be used: Widen,
grade drain and have SR 1703 to meet current NCDOT secondary road standards. Small
stream channels will be relocated and crosspipes will be replaced/extended to accommodate
standard shoulder widths for safety A backhoe loader grader and dump trucks will be used
to complete this work -
11. Explain the purpose of the proposed work: To widen grade drain and pave an existing
substandard road to meet current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 9

1. Provide a written description of the proposed impacts: In order to construct the project in
accordance with our current secondary road standards it will be necessary to impact waters
of the United States in the Broad River Basin Specifically NCDOT is requesttn~ to
extend/replace five metal culverts in unnamed tributaries to Turnbreeches Creek (DWQ
Class• C Tr) and relocate several reaches of a small roadside stream. The protect will
require the relocation of a small unnamed tributary~Sites 1-A 1-B 1-C) and the
replacement/extension of one culvert (Sites 2) are one stream system (accordtnt=_ to site visit
with COE on 4 15 2005 ~totalin~ 297 linear feet of impact Site 3 has no addtttonal tmpacts.
Sites 4 5 and 6 are another stream skstem~unnamed tributaries to Turnbreeches Creek)
totaling 30 linear feet of impact The proiect will have 2871inear feet of temporary stream
impacts associated with the channel relocations and 40 linear feet of permanent stream
impacts associated with the five culvert replacements.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
•es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A N/A N/A N/A N/A N/A

.___. _ . t:W ,.a a...... „t,.,.,:~~.i ..1.+nr;nn nrirtina fill
* List each impact separately anu tacnuty temporary unpucw. uuyu~u ui~,uu~, ~w wa. uv ~....+..-.. • ...................-- ------a~ v --.... -
escavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both skructure 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:/h~ww. fema. Gov.
*** List a ~~~etland type that best describes wetland to be impacted (e.g., freshwater/salrir~ater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
indicate on ma linear feet Before Im ct lease
LTT to Turnbreeches
Site lA Channel Relocation 10' Creek (Roadside Ditch) 1' Perennial
UT to Tumbreechcs
Site 1B Channel Relocation 14' Creek (Roadside Ditch) 1' Perennial
UT to Tumbreecltes
Site 1C Channel Relocation 263' Creek (Roadside Ditch) 1' Perennial
Page 4 of 9

Site 2 Culvert Replacement 10' tJT to Turnbreeches
Creek 2> Perennial
Culvert Replacement 0, UT to Turnbreeches 1> Perennial
Site 3 (Driveway Pipe) Creek
Site 4 Culvert Replacement Zp' UT to Turnbreeches
Creek 3> Perennial
Site 5 Culvert Replacement 10' UT to Turnbreeches
Creek 4> Perennial
Site 6 Culvert Replacement p' IJT to Turnbreecltes
Creek 4> Perennial

_a _
" List each impact separately and identify temporary unpacts. impacts mctuae, out are no[ IIIIIIttX1 ro: curvc-Iw wiu ~a~u~,iu~u, .iy,ay,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), cscavation, 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 onlute at
www.us~s.aov. Several intetnet sites also allow direct do«nload and printing of USGS maps (e.g., www.tonozone.com,
wtivw.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 287 linear feet Temp
401inear feet Permanent
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres
Name of Waterbody
(~ aPPlicable) Type of Waterbady
(lake, pond, estuary, sound,
ba ,ocean, etc.
N/A N/A N/A N/A N/A

' List each impact separately and identity temporary unpacts. impacts mctuue, our an; IIUl Iululw w. ltii, c:,~wvauviy u+w~...b,
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
Page 5 of 9

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 both the channel relocation and the pipe replacement process to
minimize sedimentation The pipes will be placed below the stream bottoms to minimize
fragmentation of aquatic habitat Bottomless pipes were studied for this protect, but their
a lication is not ossible in this case.
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'//h2o enr state nc us/ncwetlands/strmaide.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
Page 6 of 9

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 htt~://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): 40'
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
VIII. Environmental Documeutation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
Page 7 of 9

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
uare feet Multiplier Required
Miti ation
I 3
2 1.5
Total
* Zone 1 extends out 30 feet perpend,eutar rrom near oanx of cnanne,; c,uuG ~ c~,c„~ :,,,
additiona120 feM from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed ~ in order to protect surface waters and wetlands
downstream from the property.
N/A
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
Page 8 of 9

XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A

~~
/z7~o~'
AA p cant/Agent's Signature Datc
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

~ w
~-^-~~~ + ~ ~ ; ~ ~ , ! : ~"1/' ~ f '`'~J ~~: ~ . ~~~~, '~ rte,
j ~ -' _ r-
~~-~ _ ., ; ~/lam\~~ ~ oaa ~___,, - , ,.~+ ~; ~~-~~ h ~ ~ i,l I'
^-
J .J /
` v- ~ ~j .J~ h'am' ~ ~~/~-~J 1~ ~l ~ ~i /`
,~ "V' ~ _ / / ~'
1 //\~ 1
= ~, ,,~ V1 , t 1 ` ~1
\ N,• , '
~ a ~~ n~ i~ ~J ~-
~-J , '.
r
__a)1
c,
9 1ti l F ~ -~~er-air /I~ ``~) I `:-._.-~
)• ~ _ \_ ~.: tea- c~ /. ~ ~ ~--~''` I _
~ ~+ '~ % ~ \ !1 ~'
~ `-, ` 9.
~~` ~ ~a f
a -i J

a
z
U_
Z
O
V
Z
O
W
D
Z
W
x
0
0
Y
U
O
(7
O
M
O
ti
r

N
m

ch
~,
a~

.X
0
S2
c.
a

f~
O
LL'
Y

0

d
c

t
U
~t

N

Y-.
O
N
~ ~
w O ~
7 ~
O
N ~ C
V ~
.
o
~ ~ r
ti
O r
r
r M
~ ~ `
N e
- E ~ N
C w
C~ ~ a
i "' r
O cA U 2 N cn
a~
c
J
`m
C
U
U
d.
0
a
c
~X
W
~--
U
W
a~
cv
v~
rn
O
d
U
"v
N
O
v a
~~
NU
o
~, _
U O
my
o..~
a~ -~
~ ~3
U
W
a~
c `-
_ ti
~ OOi
C
'II
m
O
O
~X
a~
0
d
.D
0
L
E
0
0
N
T
a~
~v,ca
~X O ~
Q. 00) ~
^.
Q
N
O
N
3 r N
cv
t
H
U
cB
U
N
O
0
c
rn
c
~3
c~

N
QC~
G
M
a
d
~X
0
C.
a
Q
Rf
O
Y
0
a~
c
t
V

w
O
N ti
~
~ a
~
o +
~ .
~

~ ~
Y O o
W cV ~
N

O
ti C
~
~ ~ '~'
~..,
r
N
~
~
V)~ ~~ ~:.

O N C) S cn cn
Q~
c
J
C
U
d
0
a
C

~--
W
a~
c r
i aNi
~-+ Q~
O
U
bo
r
O
o~ a
C
n U
~~
T
U O
w ~
d L
~ 3
W
a~
> co
C ~j
».. rn
~ rn
c
.D
cII
O
C
N
~X
a~
0
Q~
.0
7
O
L
E
0
0
N
~,
m
m
~ ~
~X ~
O ~
Q
Q.
Q
N
a~
3 ~-
m
L
F--
cB
U
N
O
0
c
rn
c
.3
cB
L

N

0

~,
d

'
X
0
.
.
Q
cL
a

cv
O

Y
V
O

d
c

L
V

tD

O
N
~ 'C
L p rte'
3 ~ ~
~
N Y O
oU
ti
c ~ c +
~
~
r c7 ~ o
d i r.
~
(fir ~_~
c
~ ~:.
Cw t a
i "
_' +~..
O~ U=cn U
a~
c
J
N
C
d
U
a.
0
a
O
c
N
W
r
W
C O
N OMD
O
7
0
a
U
c0
ch
O
C7 a
m~
' ~ U
wv
U O
cB ~n
d L
~ '~
i
W
C O
. N
~ O
C
.a
cII
O
O
C
'x
a~
0
.a
O
s
N
E
0
0
N
N N
.O O O
Q. O O
i1
Q
N
O
3 r N
W
L
I-
cu
U
N
O
O
C
O
C
.~
cB
t

N
Q
~
cc
~..r

a
d

X
O
Q
a.
Q
'a

O

Y

0

a
m
c

L
U

co

w..
O
N
~ 'C
d
t
p +~+
~ ~ ~
~
N ,Y O
C (~
~
O ~ C +
N
r O
d
N N
M -
.
~ r ~
~ ~ w
_

W

a~

c o
~ti
~ ~ ~

~
O

~ ~
~_
~ ^
LL ~

~ ??
~i T
c ~ U m
- ~
p L
~. ~ ~
. 1
U ~ N ~
Q ~ ~ ~
.
o ~ '~U
a '
~
~ o0
~ ~ v
~ ~ U in
c cts co
rn ~ []. w
' ' ~ ~
~
u 3
i
i
i
i
i
1
i uJ
i ~
i ~
~ > v

~ ,
~ O
i ~ rn
~ rn
C
•--
a
cB
O
c
H
~X
a~
0
'~
O
r
0
0
N
_~
m
~ cD co
'K O c*i
Q. aoi rn
d
Q
N
3 r- N
t4
L
U
N
O
0
c
c
~3
L
Q
0 ~ V = ~ ~

N
d

d

X
O
L
a
c
-a
t~
O
Y
V
O
a
C
E
.C
U
et

O
N
d
~
~ O
~ ~ 3
~
N Y ~
O V O
~
~ ~
O
a t
~
N
r C7
x d L
E °`D
u
ir mom
ctL t ,;;
Ocn c~xv~ cn

d
W
'C

C O
.-~ 1~
I ~ ~
~ = W
1 O

1
1
I
1
t
1
1
I ~
~ a~
~ ~ ~
c i U m
J i - ~
L (O L

~ I ~
~
.
.. 1 ....'
.

cv ``' a
~ ~~
d
o ~ »~ U
a ,
~ ~ ~r
O ~
~ U O
~ co th
N ~ dL
' .«.
•
I ~
~

1
I
I
I
~
I
~ W
~ ~
i m
~ > O
1 C ~
1
N O
C
r
'~
C4
O
C
N
~X
a~
0
`m
'O
7
O
t
N
O
O
N
~+
a~
N O
.O O O
O.~ ~
Q
Q
N
?~ r N
L
f-'

cII
U
N
O
.-.
O
C
Q1
C
.~
tII

1 ~

~ ~ i
~ 1

i
I
I

. ,~
..
~!I I 1
,~
i~
i.~ ~
i ~ i ~.
~ ,I
i

~.
Site 3 Driveway Pipe Outlet Station 11+25

:, i=
,-
~ ;
~:
i
I
.
~~ -~

,I

~
~ ;I
F
,
~
;
~~ ~ ~~

[ 1 ~
~~
i
4;
i ~ '

i
~ 4 !

~ i

~~

I'
~ 'i:
I 1,
` ,,
~ ` `
~
',

~ r~
i ,
N.C. DEPARTMENT OF TRANSPORTA
'' o (/
DIVISION OF HIGHWAYS ~y°s~o ~ql ~2~0 ~
ST°~p ~P QS.
~Y,9~l~jy
ECONDARY ROAD SURVEY ~~~~
S
SUBJECT: SR 1703 Hog Rock Rd.
LOCATION: Intersection of SR 1710 and SR 1703 drive and
continue in a northerly direction for a total distance of 4683 feet to the end
of the project at STA 46+83.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: PRIORITY: Orig. 3F
COUNTY: Henderson TOWNSHIP:
DATE: 04-27-OS SCALE: 1"=50'
NOTES: 50' R/W Current ADT Bracket 0-360
.87 mi. Design ADT Bracket 0-600
Water: Class C; Trout PREPARED BY: TSW
MAX SLOPE
FILL l i~: l
CUT 1:1

-~
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD # DESCRIPTION
245.03 TEMPORARY SILT DITCH --------------------------'----'--------•----- rso
245.05 TEMPORARY DIVERSION •-------------------------------------------•- = -TD -.•--
893.07~ TEMPORARY SILT FENCE --------------------------------------------- ," ~"
890.05 TEMPORARY SLOPE DRAIN WITH EARTH BERM --------------•--- -~,
245.01 SILT BASIN TYPE A --------------------------------------------------------------• --~
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 -------------•--------------•-_-----------__ ;
894.01 ROCK SILT SCREEN
245.04 STILLING BASIN
868.01 RIP RAP ,:... .-•----------------------------------------------------------- ~} ~~~ J J RR .
DITCH LINER •------------------------------------•-------------.._.._..
ENVIRONMENTALLY SENSITIVE AREA-------------•-----•--"-----•
PIPE OUTLET ENERGY DISSAPATOR----------------•------•---------••---- -'•=••
EROSION CONTROL MATTING ------------•----------------•----• EcM -
------------------------------------------------• FGR -
` FIBER GLASS ROVING
------------------------------------• O
SILT CHECK DAM T~'PE-A------------------
SILT CHECK DAM -ly-PE--B------------------------------------------•------------

Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at
other discharge points after clearing but before grubbing.
• Clear and clean outfall ditches leaving sideslopes at an angle that can be
retained by vegetation. These areas will require stage seeding and mulching.
• Begin grading of roadway ditches. Place erosion control measures along
roadway ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is
completed. (Note there are 15 working days/30 calendar days to complete
seeding and mulching. A working day is defined as a day exclusive of
Saturday or Sunday during which weather conditions or soil conditions permit
land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative.cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
• Prepare pipe foundation while taking care to limit material and sediment
from entering the stream and/or escaping from the project. Where possible
new grade should be below the existing streambetl. If needed, bedding
material will be clean stone (especially in Trout and HQW waters).
• .Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe. Also complete
installation of erosion control measures and perform maintenance as needed
on existing measures.
• Establish permanent vegetation as soon as possible.

m
17
f6
N
O
_ 7

C
C ~
~ C

~ ~
~ E ~,
~
~
~ ~
a ~
v
~
~
~
~ ~
~
.$
o ~ m
_
~_ C ~
~ '- ~ ~
~ m _~
~ r ~
.D ~v
r ~ o ~ m
c
3 3
d ~ m 3

c
°~ o °~ ~
c '$
N ~ .0,. ~
~
O
y

$$ a
~
a
~
~ « rJ
o ~
~ ~ ~ ~ ~ b
E mJZ
z
Q~ 11
y COC..~
N ~ ~
N
v N
~ ~
~
~ ~mm t~
y ~
~ W
y
= 4 = L ~
a
B

x

4u
`
' 3
~
~
N
~
~~'°o ~ U
~~Q

~~
c ~gv~g~~a
aiUOn.~v~ia
~yqj. C
Am ~t0 tD~G1 V'r GO t0 `7 M/ V"~t ntO~OMr
7
z (~
C v n .~} a.e}~ aa ee~~ aa}~ yy yy s~
[~ ~~ ~ W ~q ~ ~ b ~ ~ b b W ~ W M ~ M ~ W
~_ O
N N
N

CJ
d
Wy fh O(D 4)oOMOMONQINON Q1 N ~ O
m,W.C OV NN NV M~y~NN~ WM(DNNM~ON
O
m
tDNN'7 ~a0 f7 tD N CO ro~Qf ~AMOQf CO
N r r N O O r r O r O O r r N 0 0 0
O O O O O O O O O G O O O O O O C O O
Q
ttf O N O O~ O O N O O O O O O O O O N O
a} N N M O O O o0 O N O V' ~D N O O O O M O
c< r N N M 0 ~p N O cD (D t7 O N ~O n O ~t ~.
Qv ~OO~nMrnOM'V"C7 M(O OCO tYN
~~„~ On0 W.r cuN~~O COO~cI OOt['f OOOON
r ~v ~~~~~V NO VM'CN7NNNNNM(7N OM
^ J r
v O ~D (D tD t0 tD (D tD ~ O c0 trD crD N tD N ~D ~ t0
N r r r r r r r r
r
O)
a L C L L L L C C L C L .C C L tC C C C C
~J aOi ~~~JJaJa~J ~JJJJJ
K00M~ OOOOOOO~OONM
Q/tOnvn~noooa~o~n~n u~o~co
o + + + N++ + + + + + + + + + + + + + +
fn p+p~~.n-N V ~f O1NM nN O)N to cD [O
NNNMM~MM~fM?'~t V'~t
.0. w« r w .0-..0.. w .O-. « w O« 0 0 0 0 0 0 0
OONiON ~~f r tN0 ~aODO~ 0001 O NOS
~ + + + + ~NMy'~ON"7 ~~~~N X1+0
r n O ~ r N N N N M ('7 M C7 c7 M M V' '~f V'
rn
N
N
u
Q
~"'

~, ~,
~~~ ~
U
~i"'c~c~c~ C C C C CU C~
~~ u~~ N N N N N yp`~ N VVNp`~ d
Q~~~~ U U N U U ~~.1 U ~~.I U
v
L p~00000 O (7 070000 c7
U U~~fD ~u~ c7Y Mf")(D SID ~f
N d
U
C ~
~' ~~c~~c7m °nrn°~n~c~n
a~
00 ~t [O (70019 a0 f7
O .- N O 1D ~ V' h O ~ c0 tD OD
~O+ 4 ~~~ O(+ Yrn0 + aa+}}(+D
(n C7 [O~ r- NNNNt7 C7 [7 V'
c900 NO OsF eOMOO~CO
0 0 cD ~ (D `Q 1~ 0 1l) t0 (O
N + + N + + + t + t + + + +
O(")~.r-.~- ~NNNN(07 C7 c~9

C
O
C
~_
.N
N
N
C
C0
O
N
t
3
C_
~_
C

c
i
I $' Sfr rn /I
Trn~rtP~~Pt i/
/ ~\ /
V J lo'r
_I T
~ 3~
f V
r
I
I p
V
I 4.
rsoll. DRIV<'
PREP 30' x l5' c~~tP
;;,
,..
D

s6~ 2'r 3',r G ,
I
3 ~~
v
I ~ p•
i
v
I
I
Iv
~ 3

I
~ ~o
~
I ~
`~1

~ I
I\
~~
~
-i-~, e 13
~
\
®
~ Piil GF _-
i lik ~_ ~
~~ \ \
\ \ ~\
I\ ~ ~ ~ _ ,\
~ ~.
~' I\
\~~.
i .,
,z
G-{ p;.
Z'x 3~K G'
~- i ~' sfrearn
1vrn~ireeche5
100 E5~1
I 1 G /., LL-
v / r

3'
Io'~~g,.
~Mi\
'k
0
cP
~c
w~
k
~I
m
~i
~~
NI
1\ / O`1~
l
l 1
~~ ~
~~`
'~d
v
3
~' v 1
1
i
C, ~
S ,,~,
,~
°~I
i
i
~~
Sm~i(
Stream ~
~~
I 1
v
v 5 ,~
"~
b
~,et dltcl,
~,,
5%
i
v 3/,
~~ yo'x Z'f" GMD
~':
~ ' RcpcAc~ w/50'x zy " cr-~P
I
I
I
[~
I
I
v
I
iv S86 zx3X6~
i
~i
le ~
i ~
i
0
i N
I
I~ ,
3 `~

~ f 00

I .S ~f-oo
I -;" p i
r
~%
-~-- ~, v 3
i ~
3'/ ~ •~
' i
I
I-
I
~ i
i
I
l'~ S a 6 Z'z 3 x G 1
l
~~ I ,~
~ ~
I
i ~
3 ~ I~
~ I
`~ I ~
~ i
I TY~c B zz3z6~
i I .~;~.. I~~
1001 ESA ~
5%
1
,I ~~gN6E
NEv~ cHA-wLL
~~
3o1x z4~~ c P i
P,cpla~t 40~ K 3o"tinnP II
,i
- -~-a;~er- etnte Gv
~riJdtt ~r
.~9'x /8 ~ c~-P
~ ~aenracs
I ~~~ ..
I !/
I 1 ~~
~`
~ II \~
~'
Il Strea.r~
d
I li ~
~I I~ G
smair I I,II
St re~,a I I © I', 1
i! ~ II ~ 5%
y. (l'
i 1 1
l O'l'OO

I
J
. ,
1
i
i
~J
,20~'0~ V'
I ro/
t~
I
I I
I I
I
~, I
I! ID
I ~O
~ lt1
I
I
I I~
l
I
l ~~
i
t ~ I
IOo~ ES A `~~ ~ I
h ~
~ I
I
l
I
I
t-
l
r
r
I
I
3 I
I
"o i
to i
I
I
~-
1 I
r
CnS~al CofnC! ~N ~ ~_(
Pr. vat e ~ -
3o'x~lz"cMa~- I
1 -1'
' i
I
Z~~E'an~
~ I
I
,/ I \ ~ ~
z~~'~L 2~ STREAM
I~ TypcB
._
3d' 3(0" c M P
I.~
Ifl
saG 2'x 31x6
I I b/.
J
./
J ~ ~°
! 77-00
../ I
J

3o'x
Re(~lare W~.3~'tY8
) I
I
)
t
)
I )
I - --' ,_
pp ~ ESA
"GMP
u'~3$'X'f8" WN<, Neadwaill
I
i
3
_a
..
~ I
I
I
I
I
I
~t r
I
I J
J
~ ICJ
;C v-j-~c9
Sf3G 2'X3~x6~

e-
I ( q 4 { I

~. I
~ i °
3
N ~ I
~
~
~ I ~
i
5% ~ _i
~ 8 2
T
I ~ YPe
~0~' - f
- I
~i I
I I!
- I
~ ~~
~8'I
©
( 9 ~ f
I I~
J I ~ T
, Abanaor~c~
J I I
L
I
~ Dr-vC

f
~
I
I
0 ~ I
~ ~_ -
I ~ ,
~
' '

s8G
~ (
f ~~
~ ~ ro o ~

~
~"'
zx~x6 l ~
I
I
~. _~ I I
I ~

\ I I
i
"~

~ ~
b ~
I
I I
,~ I I
~ I
~~

~~~ ~~ ~ ~

_ q9

i ~
71' ~~ 9 9 I~ z'x zb' T
~ 4 ~ ~ ~YP~ a 3 vP
I I
~~
I
v) I
3 ~-
3 ,59
,•
k
®~ I
,,,
~~I
''~~ Prapoied
I SD' x I B" GMP
s$6 0
~'X 3'X l~ TyP.
I
3Z ~
018
5/.
~~
~/
3 i
~~q
zrl I~ ~
~ ~ ~~
~I
5 / j; -~
. I
~~~i~

`~ ~ 7 7 ~i1
~~- ~ ~ I I
®~ /
~-
~ .
,®
~ i -i
3 :' 3~ p TYPE B ZX3~X6r
~ '•'~ ~ropuseZ
to I I 5~'x ~g"GN-P
.I
~ 3 ~
Is ~I ti
SB6 ®I
2 X 3 X 6~
37
© ~7 7
I
. ® I I ® 3
I I ~
® f5 5~-~~
I I
I
~,. z5 x10" crnP
r ' I I ~ REFc~;c~ 5o~z ig„ cn,fl
7/•`f- 3 ~
{ 9 ~ I

i i
TY~eg,®
~Y 2k3'~c6 ~ 5 PRoPUSEO ~~ XtB, GMp
~. I \'~ ~ 7~.,1
I,,
~I I 1 3
I
. ®I
~-
~-77~
u
. _ ~ ~ I
x
~I I
~~i i
SBG ® 4
Z'X 3 X fv ~ ~ 1 I
.~ ~ -b-
- - _ ~ '-~-
42 1
~® 15~ GR, D~.
I ~~_
® I
0
r
~..i 4 1 © I I
3 I~I
~ ® ~ z
`-~' ~ I
,~ I w
u
© ~ I I
~, I ~
~ ~°
„~ ~„
W ~.

7x
~~
~YZZ g ~,
14 GR. RoHO
I r
1 ~
i r
~ : r
~ Is3
,~ ~
3o X r8 CnnP
REPLACE 5oX I~~~CMP
I
_ ~ _. _I
3~~/~Sr'N/-Lr ~
prtw~ I
S66 ~ ®1
Zr3r6
W
3
I, I
I~
3
_o
to
>rNo of PRo7EC ~ s-rq, 40 ~ 83
2 STORY
pi~gpL~ArEO
I BARN
~I
I
~~
I L..
N
~-
I _
~~ -

,'~.,~~~
_,~p0
~ ~ O
~ ~ d ......._... _ . _ .....---..__ ...__. ~ o ~ .._
~Y
~f

n I~
I
.I
' V ~m~G :,
I~ F
'a '\ 8 ~
~ ~C~'~
~. 'ti. .?sr ~ u
.,. ` '. - t
-.\
~ •.;..
r '
r
~~
W
I~
P •O
~ ^ _____
K '_`i ~

;:
~ ~: ~ o
,>
> ~i.i C
~~ ~
y
~•~, i ~,
o`' p c.~
C. a ~y i
2 ~ ~,~ i
i
~O~ ~
'O
.r' ~~,'
'~
,E,~i ~~ ,..k.
~.
~+ \+ _ .'' is
~~
a~
~~
~~
Fo
N
L: .~ '
~ Z
~~ .
.~ ~=,..,
w ~
:.~,,.~.
--:
I~ ~~? ~z o
,_~
~ r
n~'" '~•'
Q~ /
~. r•\•l i
r v, d
~E m\ E
~:
a ~°
R z :;
\ i v
_~ R!..~: