20060469 Ver 2_401 Application_20060710

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Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No. V ~+ D t~ - Dyt la
~_. aaiy Yaa u~utai ucui .~ u~~ appucaole To i[Ils project, please enter "Not Applicable" or "N/A".)
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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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 36
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, attach the acceptance letter from NCEEP, 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 Arse
Environmental Concern (see the top of page 2 for further details), check ~ ~ ~ ~~
II. Applicant Information ~~~ 1 0 2006
1. Owner/Applicant Information u~r~~i - vawl"~k uu;,Li i Y
Name: Tim Plowman ~'YETIANOS Ati(7 STCiRMVNhTEft BRANCH
Mailing Address: 550 Vance Street Waynesville, NC 28786
Telephone Number: 828-456-2034 Fax Number:
E-mail Address:_ Tim Plowman fwrcpro amsna charter net]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Updated 11/1/2005
Page 1 of 10

~,
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 ofproject: Richland Creek Greenway/Stabilization
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1210 ; 4657 ; 6131
4. Location:
County: Haywood Nearest Town: Waynesville
Subdivision name (include phase/lot number):N/A
Directions to site (include road numbers/names, landmarks, etc.): Located behind Whitewater
of Waynesville and Industrial Park of Waynesville, NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
A. Wet Weather Conveyance Crossing - 35*30.60'N ; 85*58.12'W
B. Wet Weather Conveyance Crossing - 35*30.58'N ; 85*58.11'W
6. Property size (acres): .57 acres (Trail 2500 LF x 10)
7. Name of neazest receiving body of water: Richland Creek /Raccoon Creek
8. River Basin: French Broad River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/admin/maps/.)
Updated l t/1/2005
Page 2 of 10

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Located adjacent to disturbed flood plain -gravel parking
area. Local disturbance to area with riparian zone. Bank height approx. 2'-5 vertical -
moderate erosion -riparian buffer 5' with mature trees (sycamores). Crosses under Hwy.
19/23 and continues through flood plain to Lake Junaluska Embayment. NCDOT approval
for access under highway for trail and relocation/repair ofcontrol access fence.
10. Describe the overall project in detail, including the type of equipment to be used:
Project entails construction of greenway along Raccoon and Richland Creek in flood plain.
Project will begin at Lake Junaluska Assembly existing trail along Highway 19 East to
existing trail on Industrial Drive. All actions listed for permit within the 25' riparian buffer
and located in floodplain. No actual action will directly affect a perennial stream (instream
construction) but possible indirect effects. Construction of one gabion wall (~ 132') within
riparian buffer constructed to help stabilize trail and bank. Construction of two culvert
crossings of intermittent wet weather conveyances from Hwy 23/19 which directly feed into
' Richland Creek. Other projects outside of riparian buffer and flood plain include: Parking
area at Junaluska end, gabion wall (66'), rip rap behind industrial park business's.
Equipment used will include dozer/bob cat for trail grade/construction, track hoe for gabion,
rip rap and crossings, dump truck for materials and supplies (rock, crusher run, etc.). All
construction done in the dry - no equipment will be in the streams.
11. Explain the purpose of the proposed work: Purpose of greenway is to provide amulti-
functional recreation to the county and to ensure protection to 2500' of riparian to Raccoon
and Richland Creeks, enhance water quality and improve quality of life to the area.
Recreation aspects include hiking, fishing, biking, canoeing/white water and additional
access to creek for other activities. Riparian protection will include the repair and
enhancement to current riparian zone which does not meet minimum 25' requirement by
NCWRC. Water Quality improvements include stabilization of highly erodable banks to
reduce sediment load to Raccoon and Richland Creeks. Stabilization includes native
vegetation, rip rap and gabion baskets. Also opportunity for educational functions to teach
community about water quality and importance of clean water. This section of Greenway
will connect the Lake Junaluska Trail with the segment of greenway from the Waynesville
Recreation Center to Industrial Park. This will complete a greenway approximately 5 miles
long with future hopes to connect the communities of Canton and Clyde. Greenway will be
ADA (handicap) accessible.
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,
Updated 11/1!2005
Page 3 of 10

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.
Project approved by the Tennessee Valley Authority after an extensive heritage review for
terrestrial and aquatic species of concern along with a review for cultural resources (Native
` Americans, homesteads, etc.) which may occur in project area. Also a review for wetlands in
project area was conducted with no sensitive areas to be affected (wetlands, bogs, etc.).
Approved TVA permit is attached with application.
Previous project in area for canoe/raft launch was approved earlier in the year by USACE
(200630757), WQC (3494), DWQ (06-0469} and TVA (171539) and comments from the
NCWRC. Project was completed April 29, 2006. Technical assistance available from District
SWCD.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Future plans include additional bank stabilization at the confluence of Raccoon and Richland
', Creek along with additional spots along the Greenway to Richland Creek. Also, plans to
construct a fishing pier along trail towards embayment of Lake Junaluska. Both shown on map.
VII. 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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Impacts may include temporary disturbance to stream with sediment for sloping of banks for
gabion, rip rap and wet weather conveyance crossing. Also with construction of greenway -
Updated 11/1/2005
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proper BMP's will be used during construction. Please see Erosion Control Plan. Completion of
project will reduce sediment load to stream and provide riparian enhancement.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flee~hn¢
Wetland Impact
Site Number

(indicate on map)
T e of Im act
yp p Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Flood lain
p
es/no Distance to
Nearest
Stream

(linear feet) Area of
Impact

(acres)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreas?e_ multiply length X w;~lrh then rlivir~a by d~ SFn
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Len th
linear feet) Area of
Im act
aces)
1 Unnamed Culvert Crossing intermittent 2' S .00001
2 Unnamed Culvert Crossing intermittent 2' S .00001

Total Stream Impact (by length and acreage) 10 .0002
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredaine. flooding. draina~e_ hulkheadc_ etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
3 Richland Gabion Lake .O1

Updated 11/1!2005
' Page 5 of 10

Total Open Water Impact (acres) .O1
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect~
Stream Im act (acres): .0002
Wetland Im act (acres): 0.0
O en Water Im act (acres): .Ol
Total Im act to Waters of the U.S. (acres) .0102
Total Stream Im act (linear feet): 142
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. 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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VIII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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.
IX. 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
Updated 11/1/2005
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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 January 15, 2002, 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 maybe 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
httn://h2o.enr.state.nc.us/ncwetlands/strmgide html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the .applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
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X.~ Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. 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 ^
XI. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian. buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )?
Yes ^ No
i 2. If "yes", 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.
* Impact Required
Zone ,~~.,~-~ F ~~~ Multiplier ,,,_,,__~,__
1 ~ ~ 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). ~ Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Updated 11/1/2005
Page 8 of 10

XII. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Gravel parking area (semi pervious) exist in project area and totals ~ 150 x 50 (.17) acres is less
than 20% of project. Parking lot dimensions will drop with trail and increased riparian zone.
Remaining lot flows into floodplain which is non-maintained for filtration.
XIII. 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
XIV. 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
XV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XVI. 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).
Updated 11/1/2005
Page 9 of 10

Running behind schedule for the partners due to engineering plans and easements required for
the greenway. Will commence construction of greenway upon receipt of all required permits
from agencies.
Applicant/Agent's Signature ~ / )~te
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 10 of 40

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m
TENNESSEE VALLEY AUTHORITY
Section 26a Approval /Denial
Applicant Name
Reservoir N/A
Tim Plowman
Tract No. N/A Map No.
River/Stream Mile Richland Creek 4.0
RLR No. 173827
Subdivision N/A
Lot No(s).
Category
N/A
^ 1 ^ 2 ® 3
This application has been reviewed. The blocks checked below indicate the status of your request.
® The facilities and/or activities listed below are APPROVED subject to the general and special conditions
attached.
1. Culvert crossing 12 x 2
2. Culvert crossina 12 x 2
3. Gabion Wall 150 x 10
4. Gabion Wall 66 x 10 '
5. Rig Rap 150 x 8
6.
7.
8.
^ The facilities and/or activities listed below are DENIED.
1.
2.
^ This permit SUPERSEDES the following previous TVA approval(s).
permit issued for
permit issued for
permit issued for
permit issued for
TVA Representative Chris Cooper Approval Date 3 July 2006
® Requires review by U.S. Army Corps of Engineers (USAGE). Plans have been forwarded to the USAGE.
No construction shall commence until you have written approval or verification that no permit is
required.
^ ARAP (For Tennessee locations, a copy of the permit has been sent to the Tennessee Department of
Environment and Conservation).
183 SW
NA 17224 [2-1999]

RLR No. 173827
GENERAL AND STANDARD CONDITIONS
Section 26a and Land Use
General Conditions
1. You agree to make every reasonable effort to construct and operate the facility authorized herein in a manner so as to minimize
.any adverse impact on water quality, aquatic life, wildlife, vegetation, and natural environmental values.
2. This permit may be revoked by TVA by written notice if:
a) the structure is not completed in accordance with approved plans;
b) if in TVA's judgment the structure is not maintained as provided herein;
c) the structure is abandoned;
d) the structure or work must be altered to meet the requirements of future reservoir management operations of the United
States or TVA, or:
e) TVA finds that the structure has an adverse effect upon navigation, flood control, or public lands or reservations.
3. If this permit for this structure is revoked, you agree to remove the structure, at your expense, upon written notice from TVA. In
the event you do not remove the structure within 30 days of written notice to do so, TVA shall have the right to remove or cause
to have removed, the structure or any part thereof. You agree to reimburse TVA for all costs incurred in connection with
removal.
4. In issuing this Approval of Plans, TVA makes no representations that the structures or work authorized or property used
temporarily or permanently in connection therewith will not be subject to damage due to future operations undertaken by the
United States and/or TVA for the conservation or improvement of navigation, for the control of floods, or for other purposes, or
due to fluctuations in elevations of the water surface of the river or reservoir, and no claim or right to compensation shall accrue
from any such damage. By the acceptance of this approval, applicant covenants and agrees to make no claim against TVA or
the United States by reason of any such damage, and to indemnify and save harmless TVA and the United States from any
and all claims by other persons arising out of any such damage.
5. In issuing this Approval of Plans, TVA assumes no liability and undertakes no obligation or duty (in tort, contract, strict liability
or otherwise) to the applicant or to any third party for any damages to property (real or personal) or personal injuries (including
death) arising out of or in any way connected with applicant's construction, operation, or maintenance of the facility which is the
subject of this Approval of Plans.
6. This approval shall not be construed to be a substitute for the requirements of any federal, state, or local statute, regulation,
ordinance, or code, including, but not limited to, applicable electrical building codes, now in effect or hereafter enacted.
7. The facility will not be altered, or modified, unless TVA's written approval has been obtained prior to commencing work.
8. You agree to notify TVA of any transfer of ownership of the approved structure to a third party. Third party is required to make
application to TVA for permitting of the structure in their name.
9. You agree to stabilize all disturbed areas within 30 days of completion of the work authorized. All land-disturbing activities shall
be conducted in accordance with Best Management Practices as defined by Section 208 of the Clean Water Act to control
erosion and sedimentation to prevent adverse water quality and related aquatic impacts. Such practices shall be consistent..
with sound engineering and construction principles; applicable federal, state, and local statutes, regulations, or ordinances;
and proven techniques for controlling erosion and sedimentation, including any required conditions.
10. You agree not to use or permit the use of the premises, facilities, or structures for any purposes that will result in draining or
dumping into the reservoir of any refuse, sewage, or other material in violation of applicable standards or requirements relating
. to pollution control of any kind now in effect or hereinafter established.
11. The facility will be maintained in a good state of repair and in good, safe, and substantial condition. If the facility is damaged,
destroyed, or removed from the reservoir or stream for any reason, or deteriorates beyond safe and serviceable use, it cannot
be repaired or replaced without the prior written approval of TVA.
12. You agree that if any historical or prehistoric archaeological material (such as arrowheads, broken pottery, bone or similar
items) is encountered during construction of this facility you will immediately contact this office and temporarily suspend work at
that location until authorized by this office to proceed.
13. The Native American Graves Protection and Repatriation Act and the Archaeological Resources Protection Act apply to
archaeological resources located on the premises. If LESSEE {or licensee or grantee (for easement) or applicant (for 26a
permit on federal land)} discovers human remains, funerary objects, sacred objects, objects of cultural patrimony, or any other
archaeological resources on or under the premises, LESSEE {or licensee, grantee, or applicant} shall immediately stop activity
in the area of the discovery, make a reasonable effort to protect the items, and notify TVA by telephone (phone ). N/o~
may not be resumed in the area of the discovery until approved by TVA.
TVA 17416 [5-2005] Page 1 of 4

RLR No. 173827
14. On TVA land, unless otherwise stated on this permit, vegetation removal is prohibited.
15. You agree to securely anchor all floating facilities to prevent them from floating free during major floods.
16. You are responsible for accurately locating your facility, and this authorization is valid and effective onl if our facili
as shown on your application or as otherwise approved by TVA in this permit. The facility must be loc to on land ownedd oated
leased by you, or on TVA land at a location approved by TVA.
17. It is understood that you own adequate property rights at this location. If at any time it is determined that you do not own
sufficient property rights, or that you have only partial ownership rights in the land at this location, this permit may be revoked if
TVA receives an objection to your water use facility from any owner or partial owner of the property rights at this location.
Standard Conditions: (Items that pertain to your request have been checked.)
1. 'Structures and Facilities
a) ^ TVA number has been assigned to your facility. When construction is complete, this number shall be placed on
a readily visible part of the outside of the facility in the numbers not less than three inches high.
b) ^ The 100-year flood elevation at this site is estimated to be -feet mean sea level. As a minimum, your fixed
facility should be designed to prevent damage to stored boats by forcing them against roof during a 100-year flood event.
c) ^ You agree that the float will be temporarily connected (i.e., by slip piNropes) and not permanently attached to
nonnavigable houseboat.
d) ^ You agree that this shall have no side enclosures except wire mesh or similar screening.
e) ^ Buildings or other enclosed structures containing sleeping or living accommodations, including toilets and related
facilities, or that have enclosed floor area in excess of 32 square feet, are prohibited.
~ ^ Ski jumps will not be left unattended for extended periods of time. All facilities wilt be tied to the shoreline or to a
boathouse or pier fronting your property at the completion of each day's activities.
9) . ^ For all electrical services permitted, a disconnect must be located at or above the -foot contour that is accessible
.during flooding.
h) ^ You should contact your local government official(s) to ensure that this facility complies with all applicable local
floodplain regulations.
i) ^ The entire closed-loop coil heating and air conditioning system and its support apparatus must be either placed below
elevation (to provide a five-foot clearance for water craft at minimum pool elevations of
underneath a TVA approved water-use facility or other TVA approved structure. The supply and return lines must be
buried as they cross the reservoir drawdown zone in areas of water depth less than five feet (minimum pool). The liquid
contents of the closed-loop heating and air conditioning system must be propylene glycol or water, and the applicant or
authorized agent must provide TVA with written verification of this fact.
1) ^ You agree that only those facilities which have been approved by TVA prior to construction will be placed within the
harbor limits and that permanent mooring buoys, boat slips, or other harbor facilities will not be placed outside the harbor
limits.
k) ^ You agree that all storage, piping, and dispensing of liquid fuel shall comply with applicable requirements of the
Flammable and Combustible Liquids" section of the National Fire Codes and any additional requirements of federal, state,
and focal laws and regulations.
I) ^ You agree that the facility hereby approved will be used for and for no other purpose unless approved in
writing from TVA.
m) ®You agree that if the construction project covered by this permit is not initiated within (18) months after the date of
issuance, this permit will then automatically expire and you must submit a new 26a permit application for TVA approval
with the applicable fee.
TVA 17416 [5-2005] Page 2 of 4

j
2. Ownership Rights
RLR No. 173827
a) ^ No fill will be placed higher than elevation maximum shoreline contour (msc), and every precaution will be taken
not to disturb or alter the existing location of the -foot contour elevation through either excavation or placement of fill.
b) ^ You are advised that TVA retains the right to flood this area and that TVA will not be liable for damages resulting from
flooding.
c) ^ You shall notify TVA of any sale or transfer of land, which would affect the landward Limits of harbor area, as far in
advance of such sale or transfer as possible.
d) ^ This approval of plans is only a determination that these harbor limits will not have any unacceptable effect on TVA
programs or other interests for which TVA has responsibility. Such approval does not profess or intend to give the
applicant exclusive control over the use of navigable waters involved.
e) ^ You recognize and understand that this authorization conveys no property rights, grants no exclusive license, and in no
way restricts the general public's privilege of using shoreland owned by or subject to public access rights owned by TVA. It
is also subject to any existing rights of third parties. Nothing contained in this approval shall be construed to detract or
deviate from the rights of the United States and TVA held over this land under the Grant of Flowage Easement. This
Approval of Plans does not give any property rights in real estate or material and does not authorize any injury to private
~ property or invasion of private or public rights. It merely constitutes a finding that the facility, if constructed at the location
specified in the plans submitted and in accordance with said plans, would not at this time constitute an obstruction unduly
affecting navigation, flood control, or public lands or reservations.
3. Shoreline Modification and Stabilization
a) ^ For purposes of shoreline bank stabilization, all portions will be constructed or placed, on average, no more than two
feet from the existing shoreline at normal summer pool elevation.
b) ^ You agree that spoil material will be disposed of and contained on land lying and being above the -foot contour.
Every precaution will be made to prevent the reentry of the spoil material into the reservoir.
~) ^ Bank, shoreline, and floodplain stabilization will be permanently maintained in order to prevent erosion, protect water
quality, and preserve aquatic habitat.
d) ` ^ You agree to reimburse TVA $ ,which is the current value of the acre feet of power storage volume
displaced by fill into the reservoir.
4. Water Intake
a) ^ If the reservoir falls below the elevation of the intake, the applicant will be responsible for finding another source of raw
water.
b) ' ^ You must install and maintain a standard regulatory hazard buoy at the end of the intake to warn boaters of the
underwater obstruction. The word "intake" should be added to the buoy and be attached using afive-foot cable.
c) ^ The screen openings on the intake strainer must be 1/8-inch (maximum), to minimize the entrapment of small fish.
d) ^ This approval does not constitute approval of the adequacy or safety of applicant's water system. TVA does not
warrant that the water withdrawn and used by applicant is safe for drinking or any other purpose, and applicant is solely
responsible for ensuring that all water is properly treated before using.
5. Bridges and Culverts
a) ®You agree to design/construct any instream piers in such a manner as to discourage river scouring or sediment
deposition.
b) ®Applicant agrees to construct culvert in phases, employing adequate streambank protection measures, such that the
diverted streamflow is handled without creating streambank or streambed erosion/sedimentation and without preventing
fish passage.
c) ^ Concrete box culverts and pipe culverts (and their extensions) must create/maintain velocities and flow patterns which
offer refuge for fish and other aquatic life, and allow passage of indigenous fish species, under all flow conditions. Culvert
floor slabs and pipe bottoms must be buried below streambed elevation, and filled with naturally occurring streambed
materials. If geologic conditions do not allow burying the floor, it must be otherwise designed to allow passage of
indigenous fish species under all flow conditions.
TVA 17416 [5-2005) Page 3 of 4

RLR No. 173827
d) ^ All natural stream values (including equivalent energy dissipation, elevations, and velocities; riparian vegetation;
riffle/pool sequencing; habitat suitable for fish and other aquatic life) must be provided at all stream modification sites. This
must be accomplished using a combination of rock and bioengineering, and is not accomplished using solid, homogeneous
riprap from bank to bank.
e) ^You agree to remove demolition and construction by-products from the site--for recycling if practicable, or proper
disposal--outside of the 100-year floodplain. Appropriate BMPs will be used during the removal of any abandoned
roadway or structures.
6. Best Management Practices
a) ®You agree that removal of vegetation will be minimized, particularly any woody vegetation providing
shoreline/streambank stabilization.
b) ®You agree to installation of cofferdams and/or silt control structures between construction areas and surface waters
prior to any soil-disturbing construction activity, and clarification of all water that accumulates behind these devices to meet
state water quality criteria at the stream mile where activity occurs before it is returned to the unaffected portion of the
stream. Cofferdams must be used wherever construction activity is at or below water elevation.
c) ^ A floating silt screen extending from the surface to the bottom is to be in place during excavation or dredging to prevent
sedimentation in surrounding areas. It is to be left in place until disturbed sediments are visibly settled.
d) ®You agree to keep equipment out of the reservoir or stream and off reservoir or stream banks, to the extent practicable
(i.e., performing work "in the dry`).
e) ®You agree to avoid contact of wet concrete with the stream or reservoir, and avoid disposing of concrete washings, or
other substances or materials, in those waters.
~ ; ®You agree to use erosion control structures around any material stockpile areas.
g) ' ®You agree to apply cleaNshaken riprap or shot rock (where needed at water/bank interface) over a water
permeable/soil impermeable fabric or geotextile and in such a manner as to avoid stream sedimentation or disturbance, or
that any rock used for cover and stabilization shall be large enough to prevent washout and provide good aquatic habitat.
h) ®You agree to remove, redistribute, and stabilize (with vegetation) all sediment which accumulates behind cofferdams or
;silt control structures.
i) ®You agree to use vegetation (versus riprap) wherever practicable and sustainable to stabilize streambanks, shorelines,
and adjacent areas. These areas will be stabilized as soon as practicable, using either an appropriate seed mixture that
'includes an annual (quick cover) as well as one or two perennial legumes and one or two perennial grasses, or sod. In
winter or summer, this will require initial planting of a quick cover annual only, to be followed by subsequent establishment
of the perennials. Seed and soil will be protected as appropriate with erosion control netting and/or mulch and provided
adequate moisture. streambank and shoreline areas will also be permanently stabilized with native woody plants, to
include trees wherever practicable and sustainable (this vegetative prescription may be altered if dictated by geologic
conditions or landowner requirements). You also agree to install or perform additional erosion control
structures/techniques deemed necessary by TVA.
Additional Conditions
TVA 17416 [5-2005] Page 4 of 4

OMB No. 3316-0060
JOINT APPLICATION FORM Exp. Date 08/31/2006
Department of the Army/TVA~
The Department of the Army (DA) permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899 and Sectton 404 of the Clean
Water Act (P.L. 95-217). These laws require permits authorizing structures and work in or affecting navigable waters of the United States and the
discharge of dredged or fill material-into waters of the United States. Sectton 26a of the Tennessee Valley Authority Act, as amended, prohibits the
construction, operation, or maintenance of any structure affecting navigation, flood control, or public lands or reservations across, along, or in the
Tennessee River or any of its tributaries until plans for such construction, operation, and maintenance have been submitted to and approved by the
Tennessee Valley Authority (TVA).
NameTand Add^refss of Applicant: Name, Address, and Title of Authorized Agent:
'SS~O UGN C.~ ~ .3 Yc~~j ~ . /Y/arr. S t3 ~/~l,
Wayn~s,,, 11.x,, N L a a?~ G
Telephone Number: Home C~di3 ~ y56 -o~o3Sl
- Telephone Number: Home r~-
Office
Office s~.z 3- S d S- a! 3 $
Location where activity exists or will occur (include Stream Name and Mile, if known):
C7~ - IC~Q sera • ~ r- .. ~ ~ ~un~~ C>~~ -~. „? S coo ' y b 3 5 t,/
Application submitted to ^ DA ^ TVA
Date activity is proposed to commence: 3 ~~-- o?ouG Date activity is proposed to be completed: C~c~S ~s ao~C
Describe in detail the proposed activity, its purpose and intended use (private, public, commercial, or other). Describe structures to be
erected including those placed on fills, piles, or floating platforms. Also describe the type, composition, and quantity of materials to be
discharged or placed in the water; the means of conveyance; and the source of discharge or fill material. Please attach additional
sheets if needed.
~ ~ 510... ~•~.~.,,n ~ o,~ ~ ~ .. ! 5 C ` Qd.c,~
l' S~or~aJuo..~s- C.on~ ...-._.C~
w
! U'~6~.

~ ~....r~,~ti-:.,..
:~
~C71~3' 1-)_~ f _ 1'13"{
Application is hereby made for approval of the activities described herein. I certify that I am familiar with the information contained in
this application, and that to the best of my knowledge and belief such information is true, complete, and accurate. I further certify that
I possess the authority to undertake the proposed activities. I agree that, if this application is approved by TVA, I will comply with
the attached terms and conditions and any special conditions that may be imposed by TVA at the time of approval. Please
note the U.S. Army Corps of Engineers may impose additional conditions or restrictions.
~.----
Date ignature ofApplicant
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of The United States knowingly and
willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious or fraudulent statements or
representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statement or entry, shall be
fined not more than $10,000 or imprisoned not more than five years, or both. The appropriate DA fee will be assessed when a permit is issued.
Names, addresses, and telephone numbers of adjoining property owners, lessees, etc., whose properties also join the waterway:
Received SPATIFiL CQ~fI~'~.E7`
_ f~ - 1 ~-{')~, INITIALS ,~c~ N:i ~'~ 6-fp ~6
I
TVA 17423 [3-2006) Page 1 of 2

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LINE TABLE
LINE LENGTH BEARWC
ll 83.23 569' 4'36•
L2 9.59 N82'46'S4'E
L3 104.77 S7T 18'32"E
L4 38.57 581'05'16"E
L5 29.60 N71' 3'41"E
L6 54.49 N88'Ol'19"
l7 55.72 N89'26'23"
LB 61.78 569'38'47"E
l9 63.96 N89'35'S7"E
LIO 65,99 N88' 4'59"E
30 l£ CONC. SIDEIMAUC
CONNECT RUSH TO
EXISTING ROAD
MATCH WIDTH OF E%IST.
StOEwNJc
J~ PROPOSED CONTROLLED
ACCESS FENCE
~~ no ~ +4 20 R FROM E.O.P.
PROPOSED NCDOT STD. 866.01
s; STOP SEE NOTE W/0 4 PT. BARBED WIRE
s SIGN \ 2 \ I
1
\ ~ ~ ~ \4490 ~ \
~-0 II
. _ to ,: 4' ~~.~ ~ ~ _ _ _ G? II
CP ~I~ ~
TYPE 1 TRNL i / S
CONSTRUCTION '
UNLESS OTHERWISE
SHOWN p4•
\~•
~' ~ SIGN
~ I
~ Y~.zsnslll
U
OPEN THROAT
18• CMP GTCH BASIN
NCOOT STD. 840.04
TOP ~ 2572.80
INV. IN ~ 2571.51
INV. OUT ~ 2571.37
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRC CHRD DIST
C1 100.00 48.53 '1 1' 48.06
L2 100.D0 34.75 N 715'4 "W 34.57
C3 100.00 48.OJ N '09'1 47.57
C4 100.00 29.02 79'4 'W 28.92
CONC. JCT. Box
NCDOT STD. 840.31
SET MANHOLE COYER AND FRAME
FLUSH W/PROPOSED GRADE
O 2485.7 +/-
TOP ~ 2585.70
INV. IN ~ 2576.10
INV. OUT ~ 2571.20 ~
18" CMP
PROPC
u
II
~
SEE NOTE 2 L(~

:ONTROLLED ACCESS FENCE
BEHIND GUARD RNl
:DOT STD. 866.03 r'
4 PT. BARBED WIRE Q
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ACCESS ROAD ~\_ ~ _•••••5 ~ . =~ _ _ _ . ~.~~ ~ -,~
ADJUST NH COVER TO
25 If 18• CMP E7TTEND Access RICHLAND CREEK ~E FLUSH W/ RN6ME0
ROAD TO TRNL GRADE
PROPoSED PARKING TOP OF CREEK BANK NP.
AREA CLEARING LIMITS, 20 lF 18' CMP
(rn'•~ INV. OUT ~ 2569.00
W/ RIP-RAP OUTIk?
PROTECTION -SEE DETNL
ITES:
CONSTRUCTON ACCESS SHALL BE LIMITED TO THE ACCESS ROAD ANO PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER
:CE55 I$ AVNUBLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT A$
NCATED W THE SPEgAL PRONSIONS LISTED IN THE CONTRACT DOCUMENTS.
PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT A$ NOTED BELOW:
STA 11+10 -TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL, ANO RESET
AFTER TRNL Ca4STRUCRON IS COMPLETE USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGNAI LOCATION. INSTALL THE
MONUMENT MTN IHE TOP FLUSH W11H IMF FINISH GRADE.
SiA 17x21 -PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRNL COMPLETE THE TRNL CONSTRUCRON WITH HAND-WORK AS
NECESSARY TO KEEP FROM DISNRBINC THIS MONUMENT.
THE CONTRACTOR SMALL CONiRq. ALL CONSTRUCTION TRAFFIC ENTERING ANO E%ITINC THE CONSTRUCTION SITE AND KEEP THE PAYED
:CESS ROAD QEAN OF AlL 4UD ANO DEBRIS THAT NAT GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING
LEA A$ THE CONSTRUCRON STAgNG AREA L841NC THE AREA N1TM COBBLES ANO COURSE GRAVEL SUITABLE i0 LAPNRE MUD FROM THE
'.OJECT 9TE.
EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MWIMIM ACCEPTABLE CONTROL DEUCES THAT ARE EXPECTED TO BE R15TALLED
IO MNNTNNED BY THE CONTRACTOR. IF CONDITIONS WARRANT THE NEED TO ALTER THE NUMBER AND LOCATION OF THE DEUCES THE
7NTRACTOR SHALL ADJUST THE DENCE INSTALUTION TO SUIT HIS CONSTRUCTION ZONE. HOWEVER, CARE SHALL BE ExERGSEO BY THE
%J TRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION.
THE DISNRBED OMITS FOR THIS PROJECT ARE WTERPRETED TO BE THE TEMPORARY SILT FENCE UNE ALONG RICHUND AND RACOON
:EEK, THE CONTROl1E0 ACCESS FFNCE ALONG US T9 AND 5-FEET BEYOND THE CU T/FILL UNE WHEREVER A FENCE LINE IS NOT SHOWN.
RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS INTO THE
-FOOT BUFFER ARE SNOWn. NO OMER ENCROACHMENTS MTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN
(DISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM 1FlE NA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER OUN1N
NSON.
\./ II 1 -7
/ ~~
=~/ ~ ..
ABANDONED ROADWAY
PBUTMENT
_ - ~~
~~
`~ Z
15 LF 18• CMP CABION RETNNINC WALL - 1J2 Lf \
INV. OUT ~ 2571.00 \
PER TYPIGL CONSTRUCTION OEWlS _
J
_

8'L° S~.IBV~ `
LAKE JUNALUSKA ASSEMBLY INC.
DB J4 PACE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING FASTING ELEVATION DESCRIPTION
C1 666847.37 617932.01 2573.03 START OF PATH
C2 666793.08 017984.69 2565.50 N/W CORNER, PARKING AREA
C3 666804.39 810073.97 2568.00 N/E CORNER, PARKING AREA
C4 666095.06 819069.71 2568.90 CONTINUE TRNL O $lA. 26x74
BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL
BY-5 667236.32 617637.28 2571.82 NCDOT CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT /4
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PROPOSED CONTROLLED ACCESS FENCE 18' CMP
O 3 fT. BEHIND GUMD RNL
~ NCOOT STD. 866.01
i, W/0 4 PT. EMBED WIRE
n
ua~i _ US 19 (EAST//B0Jd~1~ b°'NE~ coRRECr To ExlmNc
__._ __.__ __.___ _. ~. ~,..-. CONTROLLED ACCESS fENCE_
I _
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~ DB 34 PACE 476 00~
PIN: 8616-67-6131
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'O~ - ttPE 2 TRAIL CONSTRUCTK)N
~s.\ ~ \
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LINE TABLE
LINE LENGTH BEARING
Lil 108.20 N 6' T1 '
L72 21.30 0 1 1'
L13 47.19 4' 9'11'
U4 199.12 S 4'3 '11'
CURVE TABLE
CURVE RADIUS LENGTH CHRD 9RG CHRD DIST
CS 100.00 158.51 N4T3B"07'W 142.13
C6 100.D0 72.75 523' sb2'E 71.16
C7 100.00 33.61 N3a'16"5 'W 33.45
C6 50.00 13.60 Nl6'S1'4 14 13.56
C9 50.00 27.19 24'3 '1 t' 26.86
C10 50.00 13.60 N3T' 6'371V 13.56
Ctl 30.00 33.76 NOT '0 32.01
LAKE JUNALUSKA ASSEMBLY INC. \ ~\ •~ CMP CULVERT
D8 34 PAGE 476 • o BRIDGE
PIN: 8616-67-61J1 \,\ \`• ~~ \~ ABUTMENT, ttP.^~ \~Q
e^ \ V i/~
ti
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\ 1• \ / PROPOSED CONTROLLED
1 . 1 \ •• \ I ~4. ~C ]5 LF NCE
3S' 3p. low hl 01 \
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W/ CLASS 8 / \\ / i
RIP-RAP
SEE DETAIL 1' ~ 1
1
3r~° 30.58 t1 //~-
I (! I ~
NOTES: S/L S8 • 11
1. MERE IS A LOW OVERHEAD CIEMANCE BENEAIN THE US 2]/74 BRIDGES. 7ME CONIRACTOR SHALL v 25 Lf 15'
EJfPECT TO COMPLETE ME WORK BENEATH THE BRIDLES USING SKID STEER OR OTHER SIMILAR LOW PROi1LE CMP CULVERT'S
EQUIPMENT. 7HE CONTRACTOR SHALL A150 ADHERE TO ALL CONDITIONS OF 1HE ENCROACHMENT WITH NCDOT
AS LISTED IN THE SPECIAL PRONSIONS OF THE CONTRACT DOCUMENTS.
2. THE TRAIL BENEATH 1HE BRIDGE SHALL MAINTNN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE EXISTING GRAVEL
FlNIyiED PATH ANO THE BOTTOM OF ME BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 fT., OR GREATER. pMKINC MfA
THE CONTRACTOR SHALL NOTIFT THE ENGINEER IF THE 0.EMANCE AT ANY POINT BENEATH THE BRIDGE BEAM
15 LESS THM 8 FEET.
3. ALL RIP-RAP FOR PIPE OUTLET PROTECDON ANO DITCH LINING IS CLASS I, UNLESS OTHERWISE SHOWN.

/8~ a
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,~ / ~O /
STEPHEN B. KIDO /
OB SI1 PAGE 349
PIN: 8616-96-2443
\((
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~~\\\ 2P CULVERT
~'/.~~\~ \P\
~~\
/
\1
~w`~1 ~\ `
I ^~/// \
! ~-~ / STEPHEN B. KIDO
/ ~ DB 511 PAGE 5a9
PIN: 8616-96-}342
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/ \
~~ / STEPHEN B. KIOD /
OB 511 PAGE 549
~A n4 ko0 ` \/ / ~' \ PIN: 8616-96-3342 / \~\
S r- `-.l e
~ 40' WIDE (PRNATE) Q/
~f -.J 1 111 RIGHT OF WAY /
SN~~ ' 1111 11 I C,1 ~,
I 1 / mss" ~
1~ ~ 1 I /
1 s I 11,11j'I I I DAVID I. HEITZ and wife, %k \ STEPHEN 8. KIDD / JJy /
1 e ~ 1, I KATHLEEN C. KING \ D6 511 FACE 552 2
\ I e s ~ 1 1 „11~ \ OB 592 PAGE 2319 \ PIN: 8616-96-42U / /
s ~ 1 \\ \ PIN: 8616-96-1210 ~
1\\\\\\\ \ / \ ~ / /
\ / \ \ ,~ /
` \\~\\\ ~\\\ YS LF6159 \k / /
s, 'o \~ \\\\\ ~ GMP CULYER~ \ \ / / /
EXPARKING AREA \ ss `~ \ 1,1,\ / ~ \ \\V// / /
t. \ ~ ~ /
`\ cP Js ~ } ~ \\~ `\ \
F 4 ~ /
\Q+ \~; \ 1~\ \\ M. CHRISTINA KR00T, Trustee of
\ '1 \ \\ Tha M. Chrislino Kroot /
1/ \ t \~\ `\\ Revocable Living Trust
~. \~\ \ ~~ \ \\\ ry\ DB 545 PAGE 2202 /
1 )\ © \\\\\ PIN: 0616-96-3007
. / C~ \\\\\~ STA 28450 -ENO / /,tY" \
\ ~, ~~~\~ \ \ TYPE 2 7RNl CONSTRUCTION / PyQ
8 RESUME TYPE 1 TRAIL ~ / \
O\ \\ \\\\\ \ CONSTRUCTION /
\~\\ \ / \
`\\\\\1\ STA. 28~ jF
CAROLINA POWEF @ UCMT CO. I UNE/iYP. I f ,]I\\\\\`\ 24 LF 36' \
DB 487 PACES 491-495 ^ \ \\ CMP CULVERT \ /
PIN; 8616-95-4657 ~ 11 `~1 / Q„ CAROUN4 POWER k TIGHT CO. ~\
se' S•CNM \ \ / DB 487 PAGFS 493-495
/ ' `1 ~ PIN: 8616-95-4857 \
~ CLASS i RIP-RAP Q~
TIE INTQ EXISTING E ORARY CONSTRUCTION
I ~ ~)BANK~STABIUZATI EN RANGE
LINE TABLE //jj
LINE LENGTH BEARING ~ ss V\\.~\~./ j ~ ~ ~ /~-24~ \
LIS 0.72 539'49'151V 20' CE y ` ~ \` ~~ ~ ~ '~ // \
U 6 58.76 546'0725"E u\ s ~ "~ `o/, 1. , v"; ~ ,~pT~
l17 155.58 524'49'42" ~~ 1 'o Jf/ Cl G NOTES:
LIB 12.72 N66'1T28'E ~ ~ \`±?r\\ ~ ~Ve~ ~~~~~ +y1~
n i `~YpE~ ~/E `y 1. PRESERVE SHRUBS AT ENO OF EIOSTING TRAIL TEMPORARILY REMOVE
!\ '1`~ ~ ~ 7j ~. , SHRUBS AS NEEDED TO CONPIETE CONSTRUCTION. MiAP ROOT BALL IN •
\1 :~ / BURLAP AND KEEP MgST UNTIL REPLI.NTEO.
CURVE TABLE ~/ • 2. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EIUSRNG
CURVE RADIUS LENGTH CHRD BRC CHRD D15T ~ ~. '~ ''eF\ ,©sw GRAVEL DRIVE OFF OF UNW STRIAE DRIVE. CONTAIN MUO ANO SILT ON THE
~% CONSTRUCRON ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
C12 50.00 18.25 29'21'S5'W 18.15 r Cf., -~ ROADWAYS WHEN TRACKED OFFSI TE.
C13 100.00 37.17 N35'28'341Y 36.95 ~ \ \ J NOTE 3
C14 50.00 77.56 569'16'07'E 7002 s \ r 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTNC GRAVEL PATH.
~ 1/ « LOCATE AS DIRECTED BY OWNER.
7 4. PROPERTY INFORMAl10N AND RIGHT-OF-WAY INFORMARON OBTAINED
/ 4 ti FROM PLAT OF SURVEY BY RANGY NERRON PLS, 1-3202 GATED NOV. 16,
~ 1998 RECORDED IN PLAT CABINET C, SLOT 2468.

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~ t~, < r` ~ it i ~~ '~ r ;• 1
-~ - ~~~trt~irtr~ 6r'otie' i ~ ~ ~ .` .< . •%- ~' ~• : 2. Stormwater Conveyance Crossing
•~ ~ uChur~h .. ~ l ~,' .Golf _ ~ ~ i ~ ~ F
"o ~'_;':`,t , i ~~" 11r; cast's : '~ ~ ~' ? • ~ ""04.x.,,_ ; -• a~ . ~ . r
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zr~c+cv~f~ .~~ ~ -_~ i ~ ;.,~~ • ~~ _ ~' 4. Stabilization Pro/ect Raccoon / Richland Confluenece • 200'
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Aa
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EXP
EXPANSION
PP
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ABAN
ABANDON OR ABWDONED
EXT
EXTERIOR
POT ER FOIE
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ABUT ABUTMEM FR FRAME PRC PWM OF RELEASE CURVE
ABY ABOVE FD FLOOR DRMN PRY PRESSURE REDVgNC VALVE _ _ _ _ BURRING WRH PORCH OR STOOP
ACf ACOU511CA1 FDN FOUNDATON PSI PWNDS PER SOUNtE INCH -I - - - ~ FOUNDATION ONLY
ADD ADDiTIONN, FES
FIARED
SECDON
~ - - - - - • - • - • - ~ - FlBER OPTIC ONES
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ACGR ABOVE FlNSH FLOOR
A
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ANC ANCHOR FIXf FLYNRE RAS RERALN ACTNATm SLUDGE ' ~~~-~ CONCRETE WMJ( OR STAB
APPROX APPROXILLATE FL FLOOR RR FML ROAp PAYENEM
ARCH
ARY ARCHITECNRM.
AIR RE1FilSE VALVE FLEX FLEXIBLE RCP REINFORCED CONCRETE PIPE - - - - -
- - - - - - - - - -
- - - UNPAVED OR GRAVA ROAD
FLG FIANCE
RO
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AVC AMERICAN WATER WORKS ASSOC4410N
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- _ ...~ CENTERLINE CREEK, SWAlE OR IXTCH
BL BASE UNE CALV CALYANQED REF ,
REFERENCE _ -
_ _
- ,_ _ _ - PROPERTY UNE
BEC BEGIN OR BEgNNIHC GAR GARAGE
REL
RELOCATED "
-'-~ - - -
@- CENTERLINE
BASELINE
BLDG BUILDING CND GROUND REDO REQURtED - " - - - UNRS OF WORK
BLKC BLOCKING CR GRAVEL REV .
REVISION or FLAG POLE
BN BENCH MARK, BEAM COVE GOVFRNMEM RIE ROUTE m SATEILJiE q5H
BOTf BOTTOM GPN GALLONS PER MINUTE RT PoGHT 0 BENCHMARK
BOV BLOW OFF VALVE GRTC CRg11NG R/W RICH OF WAY p 0 FlEID SURVEY TRAVERSE PoIM

~
BRC
BrPASS
BEARING
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SANRARY SEWER, SOUTH, SWRCH
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BY BUfiERFLY VALVE HB HOSE BIBB 50 STORM DRAIN _5--~ 5----- SANRARY SEWER
C CHANNEL, COLD HK HOOK SECT SECTION - FM-- -pM- FORCE MUN - PROFlLE
C/C, C TO C CENTER TO CEMER HM FICLLOW METAL SER SERv1CE . - - FM-- -.- - - -pM- ~. FORCE LWN -PLAN
~
~ CABWET
CPPACIIY HOR, L~RIZ HORQONTAL SH SHEET -G-- G- GAS MAW OR SERVICE UNE

CF

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q CAST IRON W INCH SP SIGNAL POLE ~.---,~ j
'~`~'~ PIPE FRi1NC

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INSUUTION
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CONSi CONSIRUC-ON JB JUNCTION BOX ~ STaHLI°RD ®GV' A GaS YALYE
COR CORNER L LNGfH, LANG ~ STEEL • ARV SEWER/WATER NR RELEASE VALVE
CMP CORRUGATED METAL PIPE lF UNE4. FOOT SiRUCT ~~~ ~ BOV BLOW GFF VALVE
CMU CONCRETE MASONRY UNRS LC LONG ~ MOM ~ SEWER CHECK

CND
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SUR
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CONK CONNECT, CONNECTION MACH MACHWERY T ~~~ TOP -1~ -J]= ^ ~ e CROP WIET (CURB AND CRATING TYPES)
COM COHIINUOUS, CONTkOL MAS ypgGNRt TAB TOP AND BOTTOM ^ J3

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CP
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CR STONE CRUSHED STONE MB LWLI;OX TEMP TEMPoRARi DMB MAIL BOX
CSW CONCRETE SIDEWA1Jf MEGH MECIWrICA1 THK TNK~ - T -- - T - 'TELEPHONE UNE
COt CENTER MFR L4WUFACTURER ~ TELEPHONE FOIE - -UT- - - - UT- - UNDEPCROUND TELEPHONE UNE
CULV CULVERT MH MANHOLE, LIOUMINC HElgii ~ TRUTEO ---+-- TELEPHONE POLE
Cf CUBK; YARD MIN MINIMUM'" ~ TOP OF SIAJ3 G-~- ---IF- PGWER pGLE
D DEPTH OR DECREE OF CURVE MISC MISCEll/WEOUS TY TELEv1SI0N - - - - .. - .. - WETLANDS UMTIS
DEPT DEPARiMEM MJ MECWWICAL JOWf ~ TOP OF WALL '- - - - - • - FLCOOWAY-FLOODPWN
DF DRINNINC FOUMMN MO MASONRf OPENNG ~ ~~ ~ •' LAM '~
DI DROP INLET, DUCTILE IRON MON MONUNEM ~ UNDERGROUND < < CUY WIRE
DIA DI4,IETiR MiD MWNTED LION UNLESS OTHERWISE NOTED ~ TELEPHONE
DIM DIMENSION MTC MOUNRNC U.SGkC.S. UNTIED STATES COAST AND 0 ^Q TELEPHONE PEDESTAL
qSC DISCONNECT MR METAL GEODETIC SURVEY ~ ^ ELECTRICAL PEDESTAL
DMH DROP LMWHOIE MV MUD VALVE USCS UNTIED STATES GEOLOGICAL © © CABLE PEDESTM
DN DOWN N & C NAIL MID CAP SURVEY ~ Q SIGN
DR DRNE NIC NOT IN CONTRACT V, VA VALVE ^N ^N BURIED TELEPHONE VAULT
~ PoWN SPOVt ND NUMBER YAP BAR VAPOR &VRRIER ^w ^'A' WATER VALVE VAULT
DTL DETNL NTS NOT TO SCALE ~ ~~ CUR1'E ^O FENCE PoSi
DW,D/W DRNEWAY OC ON CEMERS VFRf VERTICAL ~ IP TANK
DWL DWEWNC 00 OUTSIDE DIUAETER VOL WLUME m ^ TELEPHONE/EIECfRICAI PULL BOX

DWC
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EROSION AND SEDIMENT
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EROSION CONTROL STONE
0
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STORM DRMN
® INLET PROTECTION
® TREE PROTECTION
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~~ DNERSION
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~~ TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
R!PRPP
-X--x- SILT FENCE
MATERIALS SYMBOLS
METAL INSULATION (RIGID)
~~ BRICK ~ WOOD BLOCKING
CONCRETE MASONRY ~7~ FNISHED WOOD
C!//// /I „o e,.,,,,,,,,,
,'~a~+','',~~,'' CONCRETE r GRAVEL OR STONE
CP,OUf OR FINISHED \~ ~ ~ EARtH
CONCRETE
~~ PM'EMEM
GENER,4L NOTES ;_
1, THE LOCATION OF EXISTING UTILRIES IN THE PROJECT AREA
INCLUDING UNDERGROUND UTILRIES, IS RIDICATED ON THE DRAWINGS
INSOFAR AS THEIR EXISTENCE MID LOCATION WERE KNOWN AT THE RME
OF PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE
COMRACT DOCUMEMS SHALL BE CONSTRUED AS A GUARANTEE THAT
SUCH UTILrtIES ARE IN THE LOCATION INDICATED OR THAT THEY
ACTUALLY EXIST: THE CONTRACTOR SHAIJ. MAKE ALL NECESSARY
INVESTIGATIONS TO DETERMINE THE EXISTENCE FOR ANY DAMAGE TO AND
FOR MAINTENANCE AND PROTECTION OF EXISTING UNLRIES AND
STRUCTURES.
2. MATTERN & CRAIG COMPLETED THE DESIGN SURVEY FOR THIS
PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN.
THE SURVtY WORK WAS TIED TO NCDOT CONTROL USED IN THE NEARBY
BRIDGE REPLACEMEM PROJECT OVER RICHIAND CREEK.
3. A BOUND BOOKLET OF CONTRACT DOCUMENTS AIVD TECHNICAL
SPECIFICATIONS SUPPORT THESE DRAWINGS. TOGETHER THE DRAWINGS
AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WffH ALL THE
INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE COMACTOR
FlNDS CONFLICTS BETWEEN DRAWINGS AND BOOKLET, COMACT THE
ENGINEER FOR CLARIFICATION.
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vertical Scale:
I'.10'
Horizontal Scale:
1'-30'
Commission Number;
2580
Shecl No.:
2
IO

r ,
LINE TA BLE
LINE LENGTH BEARING
L1 83.23 569'24'36"E
~ 9.59 N82'46'S4"E
13 104.77 S7T18'32"E
L4 38.57 S81'OS'16"E
L5 29.60 N71'23'41"E
L6 54.49 N88'Oi'19"E
L7 55.72 N89'26'23"E
L8 61.78 589'38'47"E
L9 63.96 N89'35'S7"E
L10 65.99 N88'24'S9"E
V~r ~p PROPOSED CONTROLLED
nis,~pp TP ~4 ACCESS FENCE
20 FT FROM
s' p r PROPOSED E.O.P.
NCOOT STD. 866.03
9A STOP SEE NOTE
SIGN y
\ W/0 4 PT. BARBED WIRE
s
~ ~ 1 ` ~
`
~ \
30 LF CONC. SIDEWALK
CONNECT FLUSH TO ~ ~
\ \
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\
~ ~ ---Q
`
EXISTING ROAD
MATCH
EXIST. tp ?0'
Po ~ ~ ~ ~ ~
\ ~
PARKIN
SID~~ \
~ \
~ SIGN '~
PAINED
\
CROSSWALK / /
s~ + \ ~

/ S ~ _-
TYPE 1 TRAIL /
CONSTRUCTION
I
UNLESS OTHERWISE - ~ ~ __ CP
SHOWN 2a' Lpcu CP ~2 90' \ 15'
*~~
~ ~ \
CUT/FlLL `~ \1- \\\\\ \\~
~'
\
UNE TYP. ~ wq , \::~:. \.\
\\
: :
\
\
END EXISTING \~ :\ ~
ACCESS ROAD J~ _ _ S - - _25' BUFFFER/, TYP.~
/ `- -- --'
25 LF 18' CMP EXTEND ACCESS RICHLAND CREEK
ROAD TO
PROPOSED PARKING'
AREA CLEARING LIMITS,
(~~)
OPEN THROAT
18" CMP CATCH BASIN
NCDOT STD. 840.04
TOP = 2572.80
INV. IN = 2571.51
INV. OUT = 2571.31
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C1 100.00 48.53 S83'18'S1"E 48.06
C2 100.00 34.75 N87'15'49"W 34.57
C3 100.00 48.03 N85'09'13"E 47.57
C4 100.00 29.02 579'42'30"W 28.92
CONC. JCT. BOX
NCDOT STD. 840.31 16" CMP
SET MANHOLE COVER AND FRAME
FLUSH W/PROPOSED GRADE
m 2465.7 +/- SEE NOTE
TOP = 2585.70
INV. IN = 2576.10 PROPOSED COMROLLED ACCESS FENCE
INV. OUi = 2571.20 1 5 FT. BEHIND GUARD RAIL
II NCDOT STD. 866.03
II W/0 4 PT. BARBED WIRE I
U~,~Ig `-~_-
~ ` \ II ~~~ B.p~~Np-- ENE)
~~
~_ \
~ __ ~ L+tib~~ ~
`~ ` /~/ i_
~~
10 ~ ~~ 11
.--._, ~
`_..__.~~d ro
ADJUST MH COVER TO
BE FLUSH W/ FlNISHED
TRAIL GRADE
TOP OF CREEK BANK TYP.
20 LF 18" CMP
IMl. OUT ~ 2568.00
W/ RIP-RAP OUTLET
NOTES: PROTECTION -SEE DETAIL
1. CONSTRUCTION ACCESS SHALL BE UNITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER
ACCESS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS
INDICATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS.
2. PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED IWTH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW:
A STA 11+10 -TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAI LIES IN THE CENTER OF THE TRAIL, AND RESET
AFTER TRAIL CONSTRUCTION IS COMPLETE. USE SURVEI1NC METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE
MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE.
B. STA 11+24 -PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL. COMPLETE THE TRAIL CONSTRUCTION WITH HANG-WORK AS
NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT.
3. THE CONTRACTOR SHALL CONTROL ALL CONSTRUC110N TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED
ACCESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUC110N SITE. UTILIZE THE PROPOSED PARKING
AREA AS THE CONSTRUCTION STAGING AREA LINING THE AREA WITH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUO FROM THE
PROJECT SITE.
4. EROSION CONTROL DEVCES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED
CONTRACTORINSHALL ADJUST THE DENCE IN TALLATO S OASUAT HIS CONSTRUCTION ZONE.E HOWEVER,ACARE SHAIINBEFEXERCISEDCBY THE
CONTRACTOR TO KEEP ALC SEDIMENT CONFINED TO THE OMITS OF CONSTRUC110N.
5. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE UNE ALONG RICHLAND AND RACOON
CREEK, THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE UNE IS NOT SHOWN.
6. RICHLAND CREEK IS A TROUT STREAM ANO MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACIiMENTS INTO THE
25-FOOT BUFFER ARE SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN
UNDISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE NA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER OUAUTY
DIVISION.
- -,
~-;
~~ I
I -- - _=n~o -_ ~ j i /
~~ i'
ABANDONED ROADWAY
ABUTMENT
~ II I--7 ,T--j---
7 ..+W.rr
1 ~r\
15 LF 18" CMP GABION REfAININC WALL - 132 LF ~
INV. OUT = 2571.00 pER TYPICAL CONSTRUCTION DETAILS
35° 31.02 -~
~Zn 5~ .1Fi W
LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PAGE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING FASTING ELEVATION DESCRIPTION
C1 666847,37 817932.01 2573.03 START OF PATH
C2 666793.08 817984,69 2565.50 N/W CORNER, PARKING AREA
C3 666804,39 818073.97 2568.00 N/E CORNER, PARKING AREA
C4 666095.D6 819069.71 2568.90 CONTINUE TRAIL 0 STA. 26+74
BY-6 667075.56 817767.43 2512.31 NCDOT CONTROL
AY-5 667236.32 817631.28 2571.82 ~ NCDOi CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT ~4
0
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licol Scale:
~~A.._
i¢ontal Scale:
1..~.
emission NumOer.
2580
et No.:
3

LINE TABLE
LINE LENGTH BEARING
L11 108.20 N86'S7'16"E
L12 21.30 502'13'31"E
L13 47.19 524'39'11"E
L14 199.12 524'39'11"E
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C5 100.00 158.51 N47'38'D7"W 142.43
C6 100.00 72.75 523'04'02"E 71.16
C7 100.00 33.61 N34'16'53"W 33.45
C8 50.00 13.60 N16'S1'45"W 13.56
C9 50.00 27.19 524'39'11"E 26.86
C10 50.00 13.60 N32'26'37"W 13.56
C11 30.00 33.76 N07'35'02"E 32.01
0
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/.
/ \
~1 / STEPHEN B. KIDO /
DB 511 PAGE 549
nGkoo \/ / % \ PIN: 861fi-96-3342 \P
bJ \ \
SAP °
/ 40' WIDE (PRIVATE) Q„/
5~~(.~ ~ III I I'I1I RICHT OF WAY /
~G~~~~E ~ YID ~ II~~~~I)I ~ a" Pvc \P /y~
P i 1 ~ \ ~k\ ~a`~
~ II11\ I r ~a ~1 I II ~ ~I~I II \ / / ~~s.,° e-X~
~~ 'd I 111 ~ ~ ~ ~' STEPHEN B. KIDD Jy
~I I e ~ IIII I DAVKATHLEENZC~KINCife / \ DB 511 PACE 552 / ~~~
I e 1 I 1 111 11 ~ D8 592 PACE 2339 \ PIN: 8616-96-4243 / /
e ( 1~1 1~~A ~ PIN: 661x-9s-121o ~,
t ~ ~ 11111 ~~ 1 / \ \ e / /
s ~ 11\x\\` ~`\\ 25 LF6 59 \ ~~\ / /
~ \\~\\\~~ 1 CMP CULVERT \ / /
EXISTING GRAVEL \ V
PARKING AREA 1 ~" 1 \11111 1 / ~~ \ /
~~ CP 4y~3 ~ 11 A
\ P
~ ~~\ \ I1\ \~ M, CHRISTINA KROOT, Trustee of
\ ~.~ \~ ,~~~ The M. Christina Kroot /
K. \~
~`~ 4 \ Revocable Living Trust
\ ~ \ ~~1a~ D8 545 PAGE 2202 /
1~~0 „~, 1~\~\ PIN: 8616-96-3007
~I/~ \ `,\1\\~~~ /
~\ ~~\\\~ STA 28+50 -END / /~P~~
\ '. `~~~~~\ \ TYPE 2 TRAIL CONSTRUCTION yR \ '
~\ ;` \\~\\ P\ k RECONSTRUCTIONTRAIL /T / / \
lJ ~~\
~~
CAROLINA POWER & LIGHT CO. I CUT/FlLL a1 \ ~~ STA~ 28+ 41
LINE TYP. I e~ ~ 1 24 LF 36'
DB 487 PAGES 493-495 ~ ~ ~, CMP CULVERT \ / \
PIN: 8616-95-4657 I ~ 7 / Q, CAROLINA POWER & LIGHT CO. C \
LINE TABLE
LINE LENGTH BEARING
L15 0.72 S39'49'15"W
L16 58.76 546'07'25"E
L17 155.58 524'49'42"E
L18 12.72 N66'17'28"E
ss' cAl~o `1 \ / D8 487 PAGES 493-495 '
! \I 1 ~ PIN: 6616-95-4657
CLASS 1 RIP-RAP ¢¢ \
TIE IRT~ EXISTING E ORARY CONSTRUC110N
V~~/BANK/STABIUZATI EN RANGE
20' CE ~ q k ~~ ~ ~ / II \ \
4 LL ~„\
"~. ~\ \` / $HRUOp ~~:.: y~~G NOTES:
~ ~ ~E ~~~~~~~ ~\ 1. PRESERVE SHRUBS AT END OF EXISTING TRAIL. TEMPORARILY REMOVE
~ /k1A ~~~~~~~~ SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN
""""" BURLAP AND KEEP MOIST UNTIL REPLANTED.
~~~~ ~
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C12 50.00 18.25 529'21'55"W 18.15
C13 100.00 37.17 N35'28'34"W 36.95
C14 SO.OD 77.56 569'16'07"E 70.02
~ / `\ 2. MAINTAIN A TEMPORARY CONSTRUCTON ENTRANCE ON THE EXISTING
~ ''~F\ '~ ®SN GRAVEL DRIVE OFF OF UNDUSTRIAI DRIVE. CONTAIN MUD AND SILT ON THE
CONSTRUCTON ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
S ~~ -* ROADWAYS WHEN TRACKED OFFSITE.
\ ti ~ ~ NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTNG GRAVEL PATH,
7 ~~ ~ ~ LOCATE AS DIRECTED BY OWNER.
1 / 't y 4. PROPERTY INFORMATION AND RICHT-OF-WAY INFORMATION OBTAINED
FROM PLAT OF SURVEY BY RANDY HERRON PLS, L-3202 DATED NOV. 16,
1998 RECORDED IN PLAT CABINET C, SLOT 2468.
/
/

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Vertical Sccle:
N/A
Honzonlol Scale:
I'•30'
~ammismon Number.
2580
SAeet No.:
5