20060469 Ver 2_Complete File_20060710

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2006
? f• Michael F. Easley, Governor

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S C ; William G. Ross Jr., Secretary
t-- North Carolina Department of Environment and Natural Resources
Ty
Alan W. Klimek, P.E. Director
Division of Water Quality
September 14, 2006
DWQ Project # 06-0469 Ver. 2
Haywood County
Mr. Tim Plowman
Waynesville Parks and Recreation Department
550 Vance Street
Waynesville, NC 28786
Subject Property: Richland Creek Greenway Stabiliza tion
David Heitz Property
'Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Plowman:
You have our approval, in accordance with the attached conditions and those listed below,
to place fill within or otherwise impact 10 linear feet of stream for the purpose of greenway
stabilization at the subject property, as described within your application received by the
N.C. Division of Water Quality (DWQ) on July 10, 2006 and additional information received
August 25, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3494 (GC3494). The
Certification(s) allows you to use Nationwide Permit(s) 36 when issued by the US Army
Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any
other required federal, state' or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and
stormwater regulations. Also, this approval to proceed with your proposed impacts or
to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose, but not the design, that you described in your application.
If you change your project, you must notify us and you may be required to send us 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 conditions. If total fills
for this project (now or in the future) exceed one acre of wetland or 150 linear feet of
stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). This approval requires you to follow the conditions listed in the attached certification
and any additional conditions listed below.
401 Wetlands Certification Unit
1650 Mail Service Center, Ralegh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state. nc. us/ncvretlands
NorrthCarolina
JVatura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Richland Creek Greenway Stabilization
Page 2 of 5
September 14, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No
other impacts are approved including incidental impacts:
Amount Plan Location or Reference
Approved (Units)
a Stream and Bank 10 (square feet) Richland Creek
2. Erosion & Sediment Control Practices
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.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution
Control Act.
Richland Creek Greenway Stabilization
Page 3 of 5
September 14, 2006
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction
Notification. 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.
4. 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 Resources has released
the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required
to return the attached certificate of completion to the 401/Wetlands Unit, North
Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-
1650.
6. Sediment and erosion control measures must be implemented prior to construction and
maintained on the sites to minimize sediment in downstream areas. Seeding for a
temporary cover of wheat, millet, or similar annual grain or permanent herbaceous cover
should occur on all bare soil within five (15) days of ground disturbing activities to
provide long-term erosion control. Erosion control matting should be used in
conjunction with appropriate seeding on disturbed soils in steep slope and riparian
areas. Matting should be secured in place with staples, stakes, or, wherever possible,
live stakes of native trees. Straw mulch and tall fescue should not be used in
riparian areas.
7. Under no circumstances should river rock, sand or other materials be dredged
from the stream channel under authorization of this permit except, if necessary, in
the immediate vicinity of the canoe access area. Streambed materials are unstable in
flowing-water situations and are unsuitable for bank stabilization. In- stream dredging
has catastrophic effects on aquatic life and disturbance of the natural form of the
stream channel can cause downstream erosion problems. The natural dimension,
pattern, and profile of the stream upstream and downstream of the permitted area
should not be modified by widening the stream channel or changing its depth.
8. Stabilization measures should only be applied on or near new disturbed sites, leaving
other stable stream bank areas in a natural condition. Grading and backfilling should
be minimized and tree and shrub growth should be retained where possible to ensure
Richland Creek Greenway Stabilization
Page 4 of 5
September 14, 2006
Icng-term availability of stream bank cover for aquatic life and wildlife. Backfill
materials should be obtained from upland sites except in cases where excess
streambed materials are available. Berms shall not be constructed because they block
the floodplain, constrict and accelerate flood flows, and often fail and sometimes
impede drainage during large flood events.
9. Repairs to graded banks should be conducted in a dry work area where possible.
Sandbags or other clean diversion structures should be used where possible to
minimize activities in flowing water.
10. Heavy equipment should be operated from the bank whenever possible. All
maintained regularly to prevent contamination of stream waters from fuels, lubricants,
hydraulic fluids or other toxic materials. Equipment used in stream channels must be
clean, new or low hour equipment.
11. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as
diffuse flow at non-erosive velocities through the protected riparian zones such that
it will not re-concentrate before discharging into a stream.
12. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved.under this authorization shall be clearly marked
with orange warning fencing (or similar high visibility material) for the areas that
have been approved to infringe within the buffer, wetland or water prior to any land
disturbing activity.
13. Deed Notifications
Deed restrictions or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective woody riparian zones in order to assure compliance
for future wetland, water and buffer impact. These mechanisms shall be put in
place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate.
Richland Creek Greenway Stabilization
Page 5 of 5
September 14, 2006
14. Turbidity Standard
The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be
exceeded as described in 15 A NCAC 26..0200. Appropriate sediment and erosion
control practices must be used to meet this standard. Upstream and downstream
continuous, recording, turbidity monitoring shall be installed and calibrated prior to
beginning work. Should the standard referenced above be exceeded, all work shall
cease, the Asheville Regional Office of the Division of Water Quality, Surface Water
Protection Section notified, and more stringent
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties.. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and as
authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), 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. Kevin Barnett in the
DWQ Asheville Regional Office at 828-296-4657.
Si e ,
r' Ian W. Klimek, P.E., Director
Division of Water Quality
Enclosures: GC 3494
Certificate of Completion
cc: USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR, Asheville Regional Office
David McHenry, Wildlife Resources Commission
401/Wetlands Unit
File Copy
Central Files
Filename: 06-0469.Ver2.Richland CreekGreenwayStabilization Approval
Triage Check List
Date: 7/17/06 Project Name: TOWaynesville Richland Crk Grnwy Stabil
DWQ #:06-0469, Ver. 2
County: Haywood
To: Kevin Barnett, Asheville Regional Office
60-day Processing Time: 7/10/06 to 9/08/06
9 J
z J1 ya
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
'A.,
1 i !Y.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. \"3, DIP - D4 la
,TC -_-- -
SAL aaiy pal uL-utai ucu1 .,N HUL appucaoie to tors project, please enter "Not Applicable" or "N/A".)
I: Processing rr ;.
0
' J
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 Are
Environmental Concern (see the top of page 2 for further details), check " o, p
II. Applicant Information JUL 1 0 2006
1. Owner/Applicant Information UENK - VVATER UUt%Li T Y
Name: Tim Plowman 'YET MDS At2(7 STOR%N TER 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 of project: 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*58.1 VW
6. Property size (acres): .57 acres (Trail 2500 LF x 10)
7. Name of nearest 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/mgps/.)
Updated 11/1/2005
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 of control 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 dozeribob 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 a multi-
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 may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
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
Page 4 of 10
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 flnnding
Wetland Impact
Site Number

(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh
,
herbaceous, bog, etc.) Located within
100-year

Floodplain
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 acreage. multinlv length X width then diving by Al r%AO
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
1 Unnamed Culvert Crossing intermittent 2' 5 .00001
2 Unnamed Culvert Crossing intermittent 2' 5 .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, dredl?ine. flooding. drainage- hulkhearic_ 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 .01

Updated 11/1/2005
Page 5 of 10
Total Open Water Impact (acres) .01
6. List the cumulative impact to all Waters of the U.S. resulting from the rniect-
Stream Impact (acres): .0002
Wetland Impact (acres): 0.0
Open Water Impact (acres): .01
Total Impact to Waters of the U.S. (acres) .0102
Total Stream Impact (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 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.
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
Page 6 of 10
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 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.ne.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.ne.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 of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 7 of 10
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V
Yes ? No
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 multinliers.
* Impact Required
Zone F -, Multiplier
1 I 13 (2 for Catawba)
I 2 1.5
Total I I
* 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 l/ / ]fate (Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 10 of tO

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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 03
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. Rio 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 USACE.
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 ). Work
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 only if our facility
as shown on your application or as otherwise approved by TVA in this permit. The facility must be located n land owned r
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 pin/ropes) 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.
0 ? Ski jumps will not be left unattended for extended periods of time. All facilities will be tied to the shoreline or to a
boathouse or pier fronting your property at the completion of each day's activities.
g) . ? For all electrical services permitted, a disconnect must be located at or above the -foot
during flooding. contour that is accessible
h) ? You should contact your local government official(s) to ensure that this facility complies with all applicable local
floodplain regulations.
1) ? 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
_) or located
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.
j) ? 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 local laws and regulations.
1) ? 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.
c) ? 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) '0 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 a five-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 [5-20051 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, an
riprap from bank to bank. d is not accomplished using solid, homogeneous
e) El 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
shorel ine/stream bank 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 clean/shaken 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 dprap) 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
JOINT APPLICATION FORM OMB Exp. No. Date 3316-0060
2006
Department of the ArmyNVA'
The Department of the Army (DA) permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899 and Section 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. Section 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).
Name and Address of Applicant: Name, Address, and Title of Authorized Agent:
V6v; -e- la
wa,,? s,,, I I N_ a s?? G
Telephone Number: Home C3a3? VS"6 -,R03Sl
- Telephone Number: Home F;t7&-
Office
Office Vz 3- .5-6 S- 213 $
Location where activity exists or will occur (include Stream Name and Mile, if known):
C7? - lC?Q sera • ? r- .. ? ? ?wt?I 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: oajj ?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.. Z-k a,?

! Uo6?. ?...rti :.
?C71?3' 1 } f 1 ri
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.
ZZ
Date Signature of Applicant
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 SPATIAL CONIPH
f?- 1ct-C)6 INITIALS de-e-
I
TVA 17423 [3-2006) Page 1 of 2
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LINE TABLE
LINE LENGTH BEARING
LI 83.23 $6T4'36'
L2 9.59 N82'46'54'E
L3 104.77 S77'18'32'E
L4 38.57 S81'05'1 6'E
L5 29.60 N71' 3'41'E
L6 54.49 N88'01'19'
L7 55.72 N69'26'23'
LB 61.78 S89-38'47'E
L9 63.96 N89'J5'57'E
LIO 65,99 N88' 4'59'E
30 LF CONC. SIDEWALK
CONNECT FLUSH TO
EXISTING ROAD
MATCH WIDTH OF EXIST.
SIDEWALK
J PROPOSED CONTROLLED
ACCESS FENCE
4? no +4 20 FT FROM E.O.P.
PROPOSED NCDOT STO. 866.03
s; STOP SEE NOTE W/0 4 PT. BARBED WIRE
s SIGN \ 2 \ I
1
\ \?4B0 \
20.
-0 II
CP #I-
TYPE 1 TRAIL
CONSTRUCTION
UNLESS OTHERWISE
SHOWN 24'
?' ? SIGN
? I
? Y?.zsnslll
U
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 S133,18*5 1' 48.06
C2 100.00 34.75 N T15'4 "W 34.57
C3 100.00 48.03 N 'D9'1 47.57
C4 100.00 2902 79'4 'W 28.92
CONC. JCT. BOx
NCDOT STO. 840.31
SET MANHOLE COVER 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
O
SEE NOTE 2 L0

:ONTROLLED ACCESS FENCE
BEHIND GUARD RAIL
:DOT STD. 866.03 r'
4 PT. BARBED WIRE Q
1-
(n

e d'

W

USi?I9 (EAST- ROU
LZANE)
CUT/FILL
I'll 11.1. 1-11 L
END EXISTING \ ?? : •::::• FER. TTP. 10_ '- -' I `' ll
ACCESS ROAD =.....5 . . `. _ ... ?-? --.: 25 ADJUST MH COVER 70
25 LF 18' CUP EXTEND ACCESS RICH LAND CREEK E FLUSH W/ ClE
ROAD TO TRAIL GRADE
PROPOSED PARKING TOP OF CREEK BANK TYP.
AREA CLEARING LIMITS, 20 LF 18' CUP
(TYP•) INV. OUT - 2568.00
W/ RIP-RAP OUTLET
PROTECTION - SEE DETAIL
ITES:
CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER
:CESS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS
NCATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS.
PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW:
STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT UES IN THE CENTER OF THE TRAIL. AND RESET
AFTER TRAIL CONSTRUCTION IS COMPLETE USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE
MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE.
STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS
NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT.
THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED
:CESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING
:EA AS THE CONSTRUCTION STAGING AREA LINING THE AREA WITH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE
'.OJECT SITE.
EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED
IO MAINTAINED BY THE CONTRACTOR. IF CONDITIONS WARRANT THE NEED TO ALTER THE NUMBER AND LOCATION OF THE DEVICES THE
INTRACTOR SHALL ADJUST THE DEVICE INSTALLATION TO SUIT HIS CONSTRUCTION ZONE. HOWEVER, CARE SHALL BE EXERCISED BY THE
XNTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION.
THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON
:EEK. THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE 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 SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE DUFFER ZONE MUST REMAIN
'DISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE TVA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER QUALITY
v1SION.
\.7 II --7
70
ABANDONED ROADWAY
ABUTMENT

\
15 LF 18 CMP GABION RETAINING WALL - 132 v
INV. OUT 2571.00
PER TYPICAL CONSTRUCTION DETAILS
J

8'L° S?.IBV?
LAKE JUNALUSKA ASSEMBLY INC.
OB 34 PACE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING EASTING ELEVATION DESCRIPTION
C1 666847.37 817932.01 2573.03 START OF PATH
C2 66679108 817984.69 2565.50 N/W CORNER, PARKING AREA
C3 666804.39 818073.97 2568.00 N/E CORNER, PARKING AREA
C4 666095.06 819069.71 2568.90 CONTINUE TRAIL O STA. 26+74
BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL
BY-5 667236.32 817631.28 2571.82 NCDOT CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT /4
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PROPOSED CONTROLLED ACCESS FENCE 18' CMp
0 5 FT. BEHIND GUARD RAIL
I4000T STD. 866.03
i, W/0 4 PT. BARBED WIRE
n
Fail _ US 19 (EAST0B0k1?C tANE) CONNECT TO EXISTING
CONTROLLED ACCESS FENCE _
I _
I•I iio ? \ ? NGDOI R'lW
Z /? y r\ \ \\ \? ,
_ \ \ l \ \ \ \ \ CUT AND REMOVE 75 LF OF
\ \\ \ \ ©\ EXISTING CONTROLLED ACCESS FENCE
\ \ \ • 1 I 1
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,
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GAB101!
RETNN`ING WALL \ \ \ \ d
\
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I I LAKE JUNALUCKPA ASSEMBLY INC.

00~
\ DB 34 PAGE 476
PIN: 8616-67-6131
T'
\ \ \
\
\ \ CUE/FILL ?
$

\ . `\ \ LINE 7YP. I
\

36 31.02 1? \
\ \
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'\ •? \ \ STA 21400 - BEGIN
'O? - TYPE 2 TRAIL CONSTRUCTION

LINE TABLE
LINE LENGTH BEARING
LII 108.20 N 6' 7'1 '
L12 21.30 $02'13'31"E
L13 47.19 S24'39'1 1'
U4 199.12 S24'39'1 I *
CURVE TABLE
CURVE RADIUS LENGTH CHRD 13 G CHRD DIST
CS 100.00 158.51 114TJB"07'W 142.43
C6 100._0 72.75 523' 4b2'E 71.16
C7 10_.00 33.61 N34165 'W 33.45
C8 50.00 13.60 Nl6'S';1
' 13.56
C9 50.00 27.19 24'3
1
14 26.86
C10 50.00 13.60 N3T' 6'371V 13.56
C11 30.00 33.76 NOT '0 ' 32.01
\„C`,P\• J\ \\ 25 LF 24'
LAKE JUNALUSKA ASSEMBLY INC. \\ •? CARP CULVERT
D8 34 PAGE 476 • o BRIDGE
PIN: 8616-67-6131 \,\ \`• \v ABUTMENT, TYP.. \?Q
ti
PROPOSED CONTROLLED
1 . 1 \ •• \ I ?4. ACCESS LF FENCE
01 \
35
3S' 3p. low hl
$g° S 8.12 V? / ?'? pJ
DITCH 'A' ?.v •W/ CLASS 8 / \\ ;ell
RIP RAP
SEE DETAIL
1
/' 11
3r?° 30.58 t1 '
NOTES: Q\2 S8 • 11
1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL v 25 LF 15'
EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE CMP CULVERT'S
EOUIPMENL THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCDOT
AS LISTED IN THE SPECIAL PRONSIONS OF THE CONTRACT DOCUMENTS.
2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE EXISTING GRAVEL
FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER. PARKING AREA
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM
IS LESS THAN 8 FEET.
3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS I, UNLESS OTHERWSE SHOWN.

STEPHEN B. KIDD /
D 511 PAGE 549
PIN: : 8616-96-2443
\((
??\\\ 25 LF 48*
CULVERT
/

! STEPHEN B. KIDD
D 511 PAGE
PIN: : 8616-96-3342
ACE 5 9
I

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r7N?
l?
I?
STEPHEN a /
OB 511 PACE 549
?A n4 ko0 ` \/ / ?' \ PIN: 8616-96-3342
S r- `-.l e
40' WIDE (PRIVATE) Q/
f -.J 1 11 11 RIGHT OF WAY /
SN?? ' 1111 1 I \,1 ?,
G?\\.\N? •L 4. d o 1111 /? I 1 `? PVG
I
I1
%k 51611 \ STEPHEN B. K / JJy /
\ 1 s I 11,111'111 DAVID I. HEITZ and if., D8
1 e 11 I KATHLEEN C. KING \ 8 2
5-42U
\ I e s 1 1 \;11? \ DB 592 PAGE 2319 \ PIN: 8 FACE 5 552
s \ 1 \\ \ PIN: 8616-96-1210
\ / \ \ /
` \\\\\\ \\\\ Y5 LF 6159 \k / /
s,a \? \\\\\ \ CUP CULVER?,
EXISTING
PARKING AREA \ ss `? \ \\\ \\ / \ \\V// / /
/
t. \ \ It
CP 14
F 4 ? /
\Q+ \?; \ 1\\ \\ M. CHRISTINA KROOT, Trustee of
\ '1 \ \\ The M. Christina Kroot /
vble Living Trust
\ t \?\ `\\ Re oca
\?\ \ \ \\\ ry\ DB 545 PAGE 2202 /
1 )\ © \\\\\ PIN: 8616-96-3007
1 \\\ \\? /
. / C? \\\\\\ STA 28450 -ENO
\ \\\\\ \ \ TYPE 2 TRAIL CONSTRUCTION / PyQ
8 RESUME TYPE 1 iRal
O\ \\ \\\\\ \ CONSTRUCTION
`\\\\\t\ STA. 284 jF
CAROLINA POWER @ LIGHT CO. 1 LINE /IYP. I f ,]I\\\\\`\ 24 LF 36' \
DS 487 PACES 491-495 ^ \ \\ CUP CULVERT
PIN; 8616-95-4657 /CAROUNA POWER k LIGHT CO.
Se" S•CNM \ \ / 08 487 PAGES 493-495
PIN: 86I6-95-4857 \
5 i RIP -RAG P
Q
Q
NT4 E.I= E ORARY CONSTRUCTION
1
LINE TABLE k)BANK)STABIUZATI EN RANGE
LINE LENGTH BEARING \ ss V\\.?\?./ j \4' \
LIS 0.72 539'49'151V 20' CE
L16 58.76 S46'07'25'E u\
07 155.58 524'49'42 \ t 'o /f/ q Cl G NOTES:
LIB 12.72 N66'17'28'E z +y1?
PRESERVE SHRUBS AT ENO OF EXISTING TRAIL TEMPORARILY REMOVE
!\ \ 7j.. , SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN
\1 :\ / BURLAP AND KEEP MOIST UNTIL REPL;.NTED.
CURVE TABLE ?/ • 2, MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING
CURVE RADIUS LENGTH CHRD BRC CHRD D15T \ ?. '? ''aF\ ,©sw GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE
CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
C12 50.00 18.25 29'21'S5'W 18.15 r Cf., -? ROADWAYS WHEN TRACKED OFFSITE.
C13 100.00 37.17 N35'28'3 41Y 36.95 \ \ \ 1 NOTE 3
C14 50.00 77.56 569'16'O7'E 70.02 s 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH.
1/ « LOCATE AS DIRECTED BY OWNER.
7 4. PROPERTY INFORMATION AND RIGHT-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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Stormwater Conveyance Crossing ;.•
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2. Storlnwater Conveyance Crossing
•~ ? ul.Churh...' Golf 5 i F
"o ?'_;': `,t , i ?•" 11r; cast's : '? ' ? ?' ? • ? ""04.x.,,_ -• a? ?',•
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-41 3. Stabilization gabions - 66' ?''? ?' , , _ _ , 1f_ _ t - ; .
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0 5,000 10,000 Feet

AS
ANCHOR ITOLT
EXP
EXPANSION
PP
P
W STANDARD LEGEND

ABIJI
ABANDON OR ABANDONED
FM
EXTTERIOR
POT O
ER POLE
POUR ON TANGENT EXISTING PROPOSED DESCRIPTION
ABUT ABUTMENT FR FRAME PRC POINT OF REVERSE CURVE
AY ABOVE FD FLOOR DRAIN PRV PRESSURE REDUCING VALVE BURRING MOTH PORCH OR STOOP
ACT ACOUSTICAL FDN FOUNDATION PSI POUNDS PER SQUARE INCH -I - - - FOUNDATION ONLY
ADD ADDITIONAL FES
DON
FLARED
PT
PONT OF
RI - - - - - • - • - • - . - FIBER OPTIC LINES
ADJ
AFF ADJACENT FF FINISH FLOOR P
VC POLYVINYL CHHLO
RIDE ? -35? ig0P -_.35-? CONTOUR, CONTOUR WITH ELEVATION

AGGR ABOVE FINISH FLOOR
A
R FFE FINISHED FLOOR ELEVATION PI POINT OF VERTICAL INTERSECTION ,AOti
20.0 E OR '`20 D OR SPOT ELEVATION
GG
EGATE FH FIRE HYDRANT PVMT PAVEMENT X X1025

ALUM
ALUMINUM
FIG
FIGURE
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PRIVATE
:?- CONCRETE CURB

ALT
ALTERNATE
FN
FINISH
R
RADIUS, RISER CONCRETE CURB & GUTTER
ANC ANCHOR FIXT FUTURE RAS RETURN ACTIVATED SLUDGE CONCRETE WAN OR SLAB
APPROX APPROXIMATE FL FLOOR RR RAIL ROAD PAVENENT
ARCH
ARV ARCHITECTURAL
AIR RELEASE VALVE FLEX FLEXIBLE RCP REINFORCED CONCRETE PIPE
- - - - -
- - - UNPAVED OR GRAVEL ROAD
FLG FLANGE
RD
ROAD
? DRAIN - -
AWWA
AVG AMERICAN WATER WORKS ASSOCIATION
AVERAGE FT FOOT
? ,
RE
TA
Q OR @
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TREE OR SHRUB
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CPT CEPT
ACLE
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- .FENCE
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REINFORCEMENT ? ...? CENTERLINE CREEK SWAlE OR DITCH

BL
BASE LINE CALV GALVANIZED REF ,
REFERENCE PROPERLY LINE
BEG BEGIN OR BEGINNING GAR GARAGE
REL
RELOCATED
-'-? - - -
@- CENTERLINE
BASELINE
BLDG BUILDING GND GROUND REDD REQUIRED - " - - - UNITS OF WORK
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REVISION or FLAG POLE
BM BENCH MARK, BEAM COVE GOVERNMENT RTE ROUTE m
DISH
SATEI-LITE

OTT

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PM

ALLONS PER MINUTE

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IGHT

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SURVEY TRAVERSE POINT

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S
SANITARY SEWER, SOUTH, SWITCH
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BV BUTTERFLY VALVE HS HOSE 8188 SD STORM DRAIN -S-- S----- SANITARY SEWER
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CAB
CAP CABINET
CAPACITY NOR, HORIZ HORIZONTAL SH SHEET -G-- G- GAS MAN OR SERVICE LINE

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CUBIC FEET HP

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HIGH POINT
SIITC
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-W
W-
WATER MAIN OR SERVICE LINE

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CHARGE OF GRADE
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HYDRANT SIM SIMILAR
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E-
ELECTRICAL LINE
C & G. OC&G CURB AND GUTTER , CONCRETE D INSIDE DIAMETER SPEC SPECIFICATION - -LI - - - - LIE- - UNDERGROUND ELECTRICAL LINE
CI CAST IRON N INCH SP SIGNAL POLE PIPE FTmNG

CIRC
CIRCULAR
INSUL
INSULATION
SQ
SQUARE S

CKT
CIRCUIT
INV
INVERT
SS
STAINLESS STEEL FIRE HYDRANT
CL CENTER LINE IP IRON PIN ST STREET - ® OR r- -e-OR +?-- GATE VALVE
CLR CLEAR . JT JOINT STA STATION 0 VPI a WATER VALVE
COAST CONSTRUCTION JB JUNCTION BOX STD STANDARD 0 CV A GAS VALVE
CDR CORNER L LENGTH, LONG STL STEEL • ARV SEWER/WATER AIR RELEASE VALVE
CUP CORRUGATED METAL PIPE LF LINEAL FOOT STRUCT STRUCTURAL 6 130V BLOW OFF VALVE
CMU CONCRETE MASONRY UNITS LG LONG STY STORY SEWER CHECK

CND
CONDUCT
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SUR
SURVEY DAM

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LR
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COMB
COMBINATION
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CONC CONCRETE LTG LIGHTING SYMM SYMMETRICAL ---C?'- -?-- - MANHOLE
CONN CONNECT, CONNECTION MACH MACHINERY T TREAD, TOP 1? J]= ? e CROP INLET (CURB AND CRATING TYPES)
COM CONTINUOUS, CONTROL MAS MASONRY T & B TOP AND BOTTOM ? J3

CONTR
CONTRACTOR
MAR
MATERIAL
TDC
TURNED DOWN CURB JUNCTION BOX
CP COORDINATE POINT MAX MAXIMUM TELE TELEPHONE GMo M
c VIM p {Q CU - GAS METIER. WM -WATER METER
CR STONE CRUSHED STONE MB MAILBOX TEMP TEMPORARY DMB MAIL BOX
CSW CONCRETE SIDEWALK MECH MECHANICAL THK THICK - T -- - T- 'TELEPHONE LINE
CTR CENTER MFR MANUFACTURER TP TELEPHONE POLE - -UT- - - - UT- - UNDERGROUND TELEPHONE LINE
CULV CULVERT MH MANHOLE, MOUNTING HEIGHT TRTD TREATED --+ - TELEPHONE POLE
CY CUBIC YARD MIN MINIMUM- TS TOP OF SLAB G-- ---? - POWER POLE
D DEPTH OR DEGREE OF CURVE MISC MISCELLANEOUS TV TELENSION WETLANDS LIMITS
DEPT DEPARTMENT AM MECHANICAL JOINT TW TOP OF WALL - - - - - • - FLOOOWAY-FLOODPIAIN
DF DRINKING FOUNTAIN MO MASONRY OPENING TAP TYPICAL • LIGHT POLE
U DROP INLET, DUCTILE IRON MON MONUMENT UG UNDERGROUND < < GUY WIRE
DIA DIAMETER LTD MOUNTED UON UNLESS OTHERWISE NOTED r1q TELEPHONE
DIM DIMENSION WC MOUNTING U.&C.&G.S. UNITED STATES COAST AND 0 ?i TELEPHONE PEDESTAL
DISC DISCONNECT MTL METAL GEODETIC SURVEY ELECTRICAL PEDESTAL
DMH DROP MANHOLE MV MUD VALVE USGS UNTIED STATES GEOLOGICAL © © CABLE PEDESTAL
DN DOWN N & C NAIL AND CAP SURVEY s SO SIGN
DR DRIVE NIC NOT IN CONTRACT V. VAL VALVE ?TV ?TV BURIED TELEPHONE VAULT
DS DOWN SPOUT NO NUMBER VAP BAR VAPOR BARRIER ?w ?VV WATER VALVE VAULT
DTL DETAIL NTS NOT TO SCALE VC VERTICAL CURVE ?O FENCE POST
DW,D/W DRIVEWAY OC ON CENTERS VERT VERTICAL LP TANK
OWL DWELLING 00 OUTSIDE DIAMETER VOL VOLUME m ? TELEPHONE/ELECTRICAL PULL BOX

DWG
DRAWING
OPER
OPERATOR
MOOT
VIRGINIA DEPARTMENT s

?
SIGNAL CONTROL BOX
E EAST OPNG OPENING OF TRANSPORTATION _
- 1 1 1 1 I-A-+ ?-10r GUARDRAIL

EA
EACH
OPP
OPPOSITE
V.S.D.
VERTICAL SIGHT DISTANCE
1-
- RAI
LROAD

E.B.L.
EASTBOUND LANE
P8
PAPER BOX
W.B.L.
WEST BOUND LANE „
„ ABANDON OR REMOVE

EF
EACH FACE
PC
POINT OF CURVE
W
WIDE FIANCE, WIDE
-
-- -? PAYED DITCH
EJ EXPANSION JOINT PCC POINT OF COMPOUND W/ WITH ? DRIVEWAY CULVERT
El.

C
ELEVATION
PER
PERIMETER
WD
WOOD
ELE ELECTRICAL PERF PERFORATED WH WELL HOUSE OR SPRING HOUSE OR OR CULVERT WITH FLARED END SECT.
ENGR ENGINEER PERP PERPENDICULAR WL WATER LINE ® \

ENTR
ENTRANCE
PI
POINT OF INTERSECTION
W/O
WITHOUT RIGHT OF WAY MONUMENT

EOL
END OF LINE
PN
POST INDICATOR VALVE
WS
WATER SURFACE
? PS MONUMENT
PLANTED STONE
EP EDGE OF PAVEMENT PL PLATE, PROPERTY LINE WT WATERTIGHT; WEIGHT 0 Al ANGLE IRON
EQ EQUAL PLYWD PLYWOOD WVDH WEST VIRGINIA DEPARTMENT 0 E AXLE

EQPT
EQUIPMENT
POL
PORT ON LINE
OF HIGHWAYS 0 PKO
0 IRO 0 PK

EW
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WWF
WELDED WIRE FABRIC
0 IPO O
0 IRON ROD
IRON PIPE
EXIST EXISTING A HUB AND TACK, NL, CONTROL, R W/CAP
X CP #101 X CP 1101 COORDINATE POINT
0 WELL WATER WELL
® SEWER SEPTIC TANK
0 RRS 0 RAILROAD SPIKE
EC1
C
IP
EROSION AND SEDIMENT
CONTROL SYMBOLS
EROSION CONTROL STONE
6
CIP
O
O
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RR
SF
C+L•S] STRAW BALE BARRIER
STORM DRAIN
® INLET PROTECTION
® TREE PROTECTION
® CULVERT INLET PROTECTION
1110 01111-- DIVERSION
01111- 99- 10- 11 TEMPORARY SEDIMENT TRAP
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
RIPRAP
-X-X-- SILT FENCE
MATERIALS SYMBOLS
METAL INSULATION (RIGID)
BRICK WOOD BLOCKING
CONCRETE MASONRY
FIoNISHED D WOOD
C!//// /I „ e, E ,
CONCRETE
GRAVEL OR STONE
palm
CROUT OR FINISHED EARTH
CONCRETE
PAVEMENT
GENERAL NOTES,
1, THE LOCATION OF EXISTING UTILITIES IN THE PROJECT AREA,
INCLUDING UNDERGROUND UTILITIES, IS INDICATED ON THE DRAWINGS
INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME
OF PREPARATION OF THE DRAWINGS. HOWEVER, NOTHING IN THESE
CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT
SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY
ACTUALLY EXIST. THE CONTRACTOR SHALI. MACE ALL NECESSARY
INVESTIGATIONS TO DETERMINE THE EXISTENCE FOR ANY DAMAGE TO AND
FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND
STRUCTURES.-
2. MATTERN & CRAIG COMPLETED THE DESIGN SURVEY FOR THIS
PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN.
THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY
BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK.
3. A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL
SPECIFICATIONS' SUPPORT THESE DRAWINGS. TOGETHER THE DRAWINGS
AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH ALL THE
INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR
FINDS CONFLICTS BETWEEN DRAWINGS AND BOOKLET, CONTACT THE
ENGINEER FOR CLARIFICATION.
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1Horizontal Scale:
Commission Number:
2580
Sheet No.
2
IO
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LINE TA BLE
LINE LENGTH BEARING
L1 83.23 569'24'36"E
L2 9.59 N82'46'54"E
L3 104.77 S77' 18'32"E
L4 38.57 581'05'16"E
L5 29.60 N71'23'41"E
L6 54.49 N88'01'19"E
L7 55.72 N89'26'23"E
L8 61.78 589'38'47"E
L9 63.96 N89'35'57"E
L10 65.99 N8824'59"E
V?r ?p PROPOSED CONTROLLED
nis app TP 14 ACCESS FENCE
20 FT FROM
s' p r PROPOSED E.O.P.
NCOOT TD. 866.03
9A STOP SEE NOTE
SIGN y W/O 4 PT. BARBED WIRE
s
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CONNECT FLUSH TO \ \
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MATCH WIDTH OF EXIT. 10 20'
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SIGN
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CONSTRUCTION
I
UNLESS OTHERWISE - _ CP
SHOWN 24" L06U CP J2 9o' \ 1
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LINE TYP. w q , ::? . \.\
:

END EXISTING
ACCESS ROAD J? - - S - - -25' BUFFER, TYP.__
25 LF 18" CMP EXTEND ACCESS RICHLAND CREEK
ROAD TO
PROPOSED PARKING'
AREA CLEARING LIMITS,
(TYP•)
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
Cl 100.00 48.53 S83"18'51"E 48.06
C2 100.00 34.75 N87"15'49"W 34.57
C3 100.00 48.03 N85'09'1 3"E 47.57
C4 100.00 29.02 579'42'30"W 28.92
CONC. JCT. BOX
NCDOT TD. 840.31 18" CMP
SET MANHOLE COVER AND FRAME
FLUSH W/PROPOSED GRADE
0 2485.7 +/- SEE NOTE
TOP = 2585.70
INV. IN = 2576.10 PROPOSED CONTROLLED ACCESS FENCE
INV. OUT = 2571.20 1 5 FT. BEHIND GUARD RAIL
II NCDOT TD. 866.03
II W/O 4 PT. BARBED WIRE I
\ II ?T_ Bp??Np ENE)
10
ADJUST MH COVER TO
BE FLUSH FLUSH W/ FINISHED
TRAIL GRADE
TOP OF CREEK BANK TYP.
20 LF 18" CMP
INV. OUT a 2568.00
W/ RIP-RAP OUTLET
NOTES: PROTECTION - SEE DETAIL
1. CONSTRUCTION ACCESS SHALL BE LIMITED 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 WTH NCDOT AS
INDICATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS.
2. PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WTH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW:
A. STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL, AND RESET
AFTER TRAIL CONSTRUCTION IS COMPLETE. USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE
MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE.
B. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL. COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS
NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT.
3. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION 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 CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING
AREA AS THE CONSTRUCTION STAGING AREA LINING THE AREA WITH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE
PROJECT SITE.
4. EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED
AND MAINTAINED
CONTRACTOR BY THE
SHALL ADJUST THE DEVICE INSTALLATION S TO SUIT HIS CONSTRUCTION ZONE.E HONUMBER WEVER, CARE SHALLNBEFEETHE RCISEDC
CONTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION.
5. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON
CREEK, THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN.
6. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS 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 TVA, US ARMY CORPS OF ENGINEERS AND NCDENR WATER OUALITY
DIVISION.
71
zz- ONi- - ?i
ABANDONED ROADWAY
ABUTMENT
_1 83
15 LF 18" CMP GABION RETAINING WALL - 132 LF
INV. OUT = 2571.00 PER TYPICAL CONSTRUCTION DETAILS
35° 31 IJ
e)Zn 5-?> W
LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PAGE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING EASTING ELEVATION DESCRIPTION
Cl 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 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA. 26+74
BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL
BY-5 667236.32 817631.28 2571.82 - NCDOT CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT #4
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3

LINE TABLE
LINE LENGTH BEARING
L11 108.20 N86'57'1 6"E
L12 21.30 S02'13'31"E
L13 47.19 S24'39'1 1"E
L14 199.12 524'39'11"E
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C5 100.00 158.51 N47'38'07"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*51'45"W 13.56
C9 50.00 27.19 S24'39'1 1"E 26.86
C10 50.00 13.60 N3226'37 W 13.56
C11 30.00 33.76 N07'3502"E 32.01
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STEPHEN B. KIDO /
OB 511 PAGE 549
nGkoo \/ / % \ PIN: 8616-96-3342 \P
bJ \ \
SAP °
/ 40' WIDE (PRIVATE) Q/
5??(.? ? III I I'I1I RIGHT OF WAY /
a" PVC \P /y?
? II11\ I r ?a ?1 I II ? ?I?I II \ / / ??s.,° e-X?
DAVID Z STEPHEN B. KIDD Jy
?? d I 111
?1I a IIII I KATHLEENC?KING wife, DB 511 PAGE 552
` I e 1 I 1 111 11 \ OB 592 PAGE 2339 \ PIN: 8616-96-4243
y ( 1?1 1?VA PIN: 8616-96-1210
t ? ? 11111 ?\ 1 / \ \ e / /
STA. 3 11\?\`` ?`\\ 26+99
25 LF 15"
\\?\\\\\ 1 CMP CULVERT
a \\11 \
EXISTING GRAVEL
PARKING AREA ` ?" 1 \11111 1 / ?? \ /
CP 4y?3 11 A
\ P
??\ \ I1\ \\ M. CHRISTINA KROOT, Trustee of
\ \? ,\\\ The M. Christina Kroot /
?`\ 4 \ Revocable Living Trust
\ \ \\1'`\ DS 545 PAGE 2202 /
\\ 0 11\\\ PIN: 8616-96-3007
\\\``\ STA 28+50 - END
\ `???\\\ \ TYPE 2 TRAIL CONSTRUCTION yR \
?\ \\\\\ P\ & RESUME TYPE 1 TRAIL
CONSTRUCTION
FILL POWER & LIGHT CO. I CUT/a1 \ \\ STA N
LINE TYP. 24 LF 36DB 487 PAGES 493-495 \\ CMP CULVERT \ / \
PIN: 8616-95-4657 I 1 1 / q CAROLINA POWER & LIGHT CO. C \
LINE TABLE
LINE LENGTH BEARING
L15 0.72 S39'49'1 5"W
L16 58.76 S46'07'25"E
117 155.58 S24'49'42"E
L18 12.72 N66'17'28"E
36' CAMO , \1 \ / DB 487 PAGES 493-495
! \1 1
CLASS 1 RIP-RAP PIN: 8616-95-4657
TIE E Ih IR ¢¢ \
TIE EXISTING E ORARY CONSTRUCTION
\ BANK/STABIUZATI EN RANCE
\ ,! \ ?\??? / ?\ 24" \
20' CE / ? q k `?\ ? ? / I \ \
4 LL
SHRl1Rp 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 S29'21'55"W 18.15
C13 100.00 37.17 N3528'34"W 36.95
C14 50.00 77.56 569'16'07"E 70.02
/ 2. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING
/ ?F\ ®SH GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE
CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
S -* ROADWAYS WHEN TRACKED OFFSITE.
\ ti NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH.
LOCATE As DIRECTED BY OWNER.
1 / t y 4. PROPERTY INFORMATION AND RIGHT-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 Scale:
N/A
Horizonlol Scale:
'•30'
Commission Number.
2580
Sheet No.:
5
F?i?,, N' -FIN T
f?ECEI'r t E
I?,? 1^
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. V 2? O LP - 04 to 9
k„ auy paL ucuiac itcm is nvL appucaoie to tnts project, please enter "Not Applicable" or "N/A".)
I. Processing
- w
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 Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1
Owner/Applicant Information
Name: Tim Plowman
Mailing Address: 550 Vance Street Waynesville, NC 28786.
Telephone Number: 828-456-2034 Fax Number:
E-mail Address: Tim Plowman (wrcprogramsaa,charter.netl
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:
j Telephone Number:
E-mail Address:
Fax Number:
%?\\PN4
1 0 tipp6
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 of project: 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*58.1 VW
6. Property size (acres): .57 acres (Trail 2500 LF x 10)
7. Name of nearest 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/mals/.)
Updated 11 / 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 of control 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 dozeribob 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 a multi-
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 wa
(200630757), WQC (3494), DWQ (06-0469) and
NCWRC. Project was completed April 29, 2006.
SWCD.
V. Future Project Plans
s approved earlier in the year by USACE
TVA (171539) and comments from the
Technical assistance available from District
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 may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
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 -
f
Updated 11/1/2005
Page 4 of 10
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 flnndino
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
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 acreage. multinly length X width then diviria hu Al Shp
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet Area of
Impact
(acres)
1 Unnamed Culvert Crossing intermittent 2' 5 .00001
2 Unnamed Culvert Crossing intermittent 2' 5 .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, dredging, flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres
3 Richland Gabion Lake .01

Updated 11/1/2005
Page 5 of 10
Total Open Water Impact (acres) .01
6. List the cumulative impact to all Waters of the I t c rPcnlt;nn 4^- *l,- ..;a .?.
Stream Impact (acres): .0002
Wetland Impact (acres): 0.0
-Open Water Impact (acres): .01
Total Impact to Waters of the U.S. (acres) .0102
Total Stream Impact (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 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.
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 I 1/ 1/2005
Page 6of10
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 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/strrnjzide.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
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 bttp://h2o.enr.state.nc.us/wro/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 of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 7 of 10
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 V
Yes ? No
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.
Zone* Impact Multiplier Required
(square feet Miti ation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 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 E] 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 Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated I t/1/2005
Page 10 of 10

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1
Applicant Name
TENNESSEE VALLEY AUTHORITY
Section 26a Approval I Denial
Tim Plowman RLR No.
173827
Reservoir N/A
Tract No. N/A Map No. 183 SW
River/Stream Mile Richland Creek 4.0
Subdivision N/A
Lot No(s). N/A
Category ? 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 crossing 12 x 2
3. Gabion Wall 150 x 10
4. Gabion Wall 66 x 10
5. Rip Rao 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 (USACE). Plans have been forwarded to the USACE.
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).
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 for 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 ). Work
may not be resumed in the area of the discovery until approved by TVA.
TVA 17416 [5-2005] Page 1 of 4
14. On TVA land, unless otherwise stated on this permit, vegetation removal is prohibited. RLR No. 173827
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 only if your facility is located
as shown on your application or as otherwise approved by TVA in this permit. The facility must be located on land owned or
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 pin/ropes) 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.
f) ? Ski jumps will not be left unattended for extended periods of time. All facilities will be tied to the shoreline or to a
boathouse or pier fronting your property at the completion of each day's activities.
g) ? 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 _) or located
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.
j) ? 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 local laws and regulations.
1) ? You agree that the facility hereby approved will be used for
writing from TVA. and for no other purpose unless approved in
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 [5-20051 Page 2 of 4
RLR No. 173827
2. Ownership Rights
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.
c) ? 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 a five-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) El 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.
i
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
i
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.
f) ® You agree to use erosion control structures around any material stockpile areas.
g) ® You agree to apply clean/shaken 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 Section 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. Section 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).
Name and Address of Applicant: FTelephone ss, and Title of Authorized Agent:
sso Van c.?I a l
wA,,??,,, '7 5G
Telephone Number: Home mber: Home r-
Office
Office s.t 3- 5'3 S- ;21
3 8
Location where activity exists or will occur (include Stream Name and Mile, if known):
y?'S - lea,. r- tel. l?l Cilc - '?? s ?? ' i 3 s
Application submitted to ? DA ? TVA
Date activity is proposed to commence: 3 ??-- o?ovG
Date activity is proposed to be completed:
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. I ^J
5'10...'"?.?/? ? O•? ? ? .v ? 5 l7 ? ?AC.? `?
1 ? 1 o rn'1 (?U q.? t.f- <_A ?1 V G/...a-`.L. UO 6 ?, w•=>-•.„,?? +: .''-cyw+?+.?
FT?
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 of Applicant
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 SPATIAL CC;XPLETE
INITIALS de-e- 0AT :6-/y o6
j
TVA 17423 [3-2006] Page 1 of 2
TO C
CCAC
ANCHOR BOLT EXP EXPANSION STANDAR D LEGEND

ABANDON OR ABANDONED
EXT
EXTERIOR Pp
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PROPOSED DESCRIPTION EROSION AND SEDIMENT
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MATERIALS SYMBOLS

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NORITONIAL
SH
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FORCE WIN - MAN
CAPACITY M NORSE POWER SMC SNEECTING -G- GAS MAN OR SERVICE ENE ® META INSULATION (ROD)
CUBE: FEET

CHANCE OF WOE WI

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CORRUGATED METAL PIPE L
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MACY STEEL
STRUCMUL
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SEWVt/WATER AR RELEASE VALVE
PAVEMENT
CONCRETE MASONRY UNITS LG LONG STY STORY A BOV BLOW OFF VALVE
CONDUIT LP Loa POLE SUR SURVEY SEWER CHECK DAY
ULAN OUT LR LONG RAMJS SURF SURFACE co RI SEINER LINE PLUG GENERAL NOTES
COMBINATION ET LEFT S/W SIDEWALK --0-- CO CLEANWT
CONCRETE LTG LIGHTING STHM SYMMETRICAL -v-- ?- EXIST. 1. THE
GY
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MAIN
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CON
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MASONRY
T t B
TOP AND BOTTOM
?
DROP INLET (CURB AND GNrRNC TYPES) O
ATION WERE KNOWN AT THE TIME
OF PREPARATION OF THE DR
RACTOR
CONTRACTOR
LIATL
MATERIAL
TDC
TURNED DOWN CURB ?Ja
.KRKTION BOX AWINGS. HOWEVER. NOTHING IN THESE
CONTRACT DOCUMENTS SHIALL BE CONSTRUED AS A GUARANTEE THAT
COORWWE POINT MAX ME L TELEPHONE Ckb ° VIM -E+ $ CM - GAS LIFTER, WIN - WATER METER SUCH URLITIES ARE IN THE LOCATION INDICATED OR THAT THEY
CRUSTED STONE MB MALBOX TEUP TEMPORARY OMB M
SHALL MWE ALL
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TO AND

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TP
TELEPHONE
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PHONE LIE FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND

CULVERT MANUFACTURER
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Y

Y
YARD MI

MIN M? MX1NfYNG NEXaff

MINIMUM

15 TREATED
OF
TOP aSLAB
TELEPHONE POLE
2. MA'RTERN A CRAG COMPLETED THE DESIGN SURVEY FOR THIS
00"
DEGREE LTIRYE
DN
? M
SC
MSCELLANEOUS
TV
TETEHSCN
-' - -- POWER POLE PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN

DEPARTMENT

W

MECH AHTA JOINT

TW

TOP OF WALL

-
WETLANDS LIMITS .
THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY

DRINKING FOUNTAIN
MD
MA
TYP
TYPICAL
?^ -- -
W FLOODWAY-FIOOOPWN BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK.

DROP L4LT. DUCTILE WON
DU
MON SONRY OPENING
MONUMENT
UG
UNDERGROUND
< -
< LIGHT POLE
GUY WIRE
3. A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL
YETER mm MOUNTED LION UNLESS OTHERWISE NOTED TELEPHONE SPECIFICATIONS SUPPORT THESE DRAWINGS TOGETHER THE DRAWINGS
DIMENSION MTG WOUNDING U.SCAC.S UNITED STATES COAST AND TL) ? TELEPHONE PEDESTAL AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH AU THE

DISCONNECT
MR
METAL
GEODETIC SURVEY
O
Q
ELECTRICAL PEDESTAL INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR
FINDS

DROP MANHOLE
WRY
MID VANE
USGS
UNITED STATES GEOLOGICAL
©
©
CABLE PEDEST CONFLICTS BETWEEN DRAWINGS AND BOOKLET. CONTACT THE
ENGINEER FOR CLARIF
T

DOWN
DRIVE
N A C
VIAL. AND CAP
SURVEY
®
© AL
SIGN ICA
ION.

SPOUT
DOWN
NC
NOT N CONTRACT
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VALVE
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BURIED TELEPHONE VALET

TKTM NO RUMOUR VAP BAR VAPOR BARRIER ?w ?w WATER VALVE VAULT
KM NOT TO SCALE VC VERTICAL CURVE © FENCE POST
DRIVEWAY W ON CENTERS VERT VERTICAL ® LP TANK
DWELLING 00 OUTSIDE DIAMETER VOL VOLUME m m TELEPHONE/ELECTRICAL FLAIL BOX
DRAWING OPER OPERATOR VWT WRGNLA DEPARTMENT © ® SIGNAL CONTROL BOX
EAST GPNG OPENING OF TRANSPORTATION 0
-..,- CUQZDFWL
EACN OPP OPPOSITE V.S.D. VERTICAL SIGHT DISTANCE T?_N
ti RNIJIGAD

EASTBOUND (ARE
PE,
PAPER BOX
W.B.L
WEST BGRO LANE HFIHHI-
ABANDON OR REMOVE
EACH FACE PC POINT OF CURVE W WIDE FLANGE. WIDE -- PAVED DITCH
ExpANs" 'CBB FCC POINT OF COMPOUND W/ WITH DRTYEWAY CULVERT
ELEVATOR PER PERIMETER WD WOW
ELECTRICAL PERF PERFORATED WN WELL HOUSE OR SPRING 110115E OR OR CULVERT WITH FLARED ENO ACT.
ENGINEER
ENTRANCE PERP PERPENDICULAR WL WATER LINE ® F
\

PI
POINT OF INTERSECTION
W/O
WITHOUT
? RIGHT OF WAY WDNUMENI
END or LINE PN POST INDICATOR VALVE WS WATER SURFACE ? PS MONUMENT
EDGE OF PAVELNCRY PL PLATE PROPERTY LINE AT ATERNGM. WEIGHT 0 Al PLPLANTED STONE
ANE NOR
EQUAL PLYWO PLYWOOD WVDII WEST VIRGINIA DEPARTMENT 0 - AXLE
EQUIPMENT POL

POINT ON NINE
OF HIGHWAYS
0 PKO
p
PK
EACH WAY. EWWAL WWF WELDED WOE FABRIC 0 IRO p PRON ROD
EXISTING 0 1PO p " PIPE
p HAS AND YIGK. NE CONTROL
IR W/CAP
X CP /101 X CP /101 .
COORDINATE POINT
O WELL WATER WELL
® SEWER SEPTIC TINA .
O FIRS p RAILROAD SPIRE
rta?
m,. 2580 e.A.
c.L No.:
2
LINE TABLE
LINE LENGTH BEARING
U 8313 569'24'36"E
L2 9.59 N8246' 4'E
L3 104.77 S7T 18'32"
L4 38.57 S81'05'16"E
L5 29.60 N71' 3'41'E
L6 54.49 N88'01'1 '
L7 55.2 N89' 6'23"E
L8 61a 589' 8'Q"
L9 63.96 189'35
l10 65.99 188'24'59"
30 LF CONC. SIDEWALK`
CONNECT RUSH TO
EXISTING ROAD
MATCH WIDTH OF EXIST.
SIDEWALK
PANTED
CROSSWALK
CP it
TYPE I TRAIL
CONSTRUCTION
UNLESS OTHERWISE
SHOWN
CUT/FILL
LINE TYP.
END EXISTING
ACCESS ROAD
PROPOSED CONTROLLED
TP J4 ACCESS FENCE
20 FT FROM E.O.P.
PROPOSED NCOOT STD. 866.03
STOP SEE NOTE W/O 4 PT. BARBED WIRE
SIGN \ 2
20 - P
SIGN
J?
CP
24' Lod CP 12
25 LF IS' CUP
TES
?Y25' BUFFER. TYP.?
ACCESS RICHLAND CREEK
AREA CLEARING LIMITS.
(TYP.)
OPEN THROAT
I8' CMP CATCH BASIN
NCDOT STD. 840.04
TOP 2572.80
INV. IN - 2571.51
INV. OUT - 2571.31
V?/lII9 (EAR
LANE)
10__ J X11
'K\-- ADJUST MM COVER TOp
?E FLUSH W/ FINISHED
TRAIL GRADE
TOP OF CREEK BANK TYP
20 LF 18' CMP
INV. OUT - 2569.00
W/ RIP-RAP OUTLET
PROTECTION - SEE DETAIL
CONSTRUCTION ACCESS SHALL BE LIMITED TO THE ACCESS ROAD AND PROPOSED PARKING AREA SHOWN ON THIS SHEET. NO OTHER
CE SS IS AVAILABLE OF US 19. THE CONTRACTOR SHALL FOLLOW ALL OTHER CONDITIONS OF THE ENCROACHMENT WITH NCDOT AS
KCATED IN THE SPECIAL PROVISIONS LISTED IN THE CONTRACT DOCUMENTS
PRESERVE ALL NCDOT MONUMENTS FROM BEING DISTURBED OR DAMAGED WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW:
STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL. AND RESET
AFTER TRAIL CONSTRUCTION IS COMPLETE USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE
MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE.
STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL, COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS
NECESSAR Y TO KEEP FROM DISTURBING THIS MONUMENT.
THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED
CESS ROAD CLEAN OF ALL MUD AND DEBRIS THAT MAY GET TRACKED FROM THE CONSTRUCTION SITE. UTILIZE THE PROPOSED PARKING
EA AS THE CONSTRUCTION STACING AREA LINING THE AREA PATH COBBLES AND COURSE GRAVEL SUITABLE TO CAPTURE MUD FROM THE
OJECT SITE.
EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL, DEVICES THAT ARE EXPECTED TO BE INSTALLED
0 MAINTAINED BY THE CONTRACTOR. IF CONDITIONS WARRANT THE NEED 10 ALTER THE NUMBER AND LOCATION OF THE DEVICES THE
NTRACTOR SHALL ADJUST THE DEVICE INSTALLATION TO SUIT HIS CONSTRUCTION ZONE HOWEVER, CARE SHALL BE EXERCISED BY THE
NTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION.
THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON
EEK. THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE 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 SHOWN. NO OTHER ENCROACHMENTS INTO THE BUFFER ZONE ARE ALLOWED (THE BUFFER ZONE MUST REMAIN
DISTURBED) UNLESS THE CONTRACTOR SECURES THE PERMIT FROM THE TVA. US ARMY CORPS OF ENGINEERS AND NCDENR WATER GUAUTY
IISION.
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C1 100.00 48.53 B '1 1' 48.06
C2 100.00 3s.75 N T15'4 'W 34.57
C3 100.00 48.03 N 9'13' 47.57
C4 100.00 29.02 79'4 ' 0'W 28.92
CONC. JCT. BOX
NCDOT STD. 840.31
SET MANHOLE COVER AND FRAME
FLUSH W/PROPOSED GRADE
0 2485.7 +/-
TOP - 2585.70
INV. IN - 2576.10
INV. OUT - 2571.20

ABANDONED ROADWAY
ABUTMENT
18' CRAP
O
SEE NOTE 2 0
PROPOSED CONTROLLED ACCESS FENCE
5 FT. BEHIND GUARD RAIL
u NCDOT STD. 866.03 '-
II W/0 4 PT. BARBED WIRE Q
0
I

F
-1-tB--1-t9-I - - _ Lv
_
.........ar.,...) Ld
_ _ __ _ _
_
--- - _
=
z
15 LF 18' CMP CABION RETAINING WALL - 132 LF
OUT - 2571
00
W J
_
.
.
PER TYPICAL CONSTRUCTION DETAILS FJ
rl
35° 31.02
p
820 S v .' LJ
LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PACE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING FASTING ELEVATION DESCRIPTION
Cl 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 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA 26+74
BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL
BY-5 657236.32 817631.28 2571.82 NCDOT CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT 14

PROPOSED CONTROLLED ACCESS FENCE 18- CARP
O 5 FT. BENNO GUARD RAIL
NCDOT STD. 866.03
+ W/0 ? PT. BARBED WIRE
n
-- ^ - -
N ?S 19 (EAST0B0k1?1D ENE)
_ CONNECT TO EXISTING
CONTROLLED ACCESS FENCE
e7/?? _ \ NCDOT R/W
to _` Y= FJ? ?C?? \\ L .
_ \ l \ \ \\ \ \ \ CUT AND REMOVE 75 LF OF /
0 - ? ? \ , ' ` 1 \ \\ \ \ ©\ ? EXISTING CONTROLLED ACCESS FENCE
\\•CL ST I 1 G,ABIOt1VRETAININC WALL
66 LF PER iYPIU1 \ \ 1
L CONSTRUE IOW DEYNLS \
\ \ L ?, \ \ CU /FILL
\I
`INE TYP.
SZ 58 . t61h? ?
A
LAKE JUNALUSKA ASSEMBLY INC. \\ ??
D8 34 PAGE 476 \ \ ,
PIN: 8616-67-6131
n \?
LACE JUNALUSKA ASSEMBLY INC.
08 34 PACE 476
PIN: 8616-67-6131
STA 21+00 - BEGIN
TYPE 2 TRAIL CONSTRUCTION
LINE TABLE
LINE LENGTH BEARING
LI1 108.20 N86* 57'16"E
21.30 SOT13'31'E
L13 4719 4' 9'11"
L14 199.12 5 4' 9'11-
CURVE TABLE
CURVE RADIUS LENGTH CHRD 9RG CHRD DIST
C5 100.00 lsa.51 N4T38'07'N 142.43
C6 100.00 72.75 S 3'04'02" 71.16
C7 100.00 3161 N 34'I 15'53W 33.45
CB 50.00 13.60 N16' 1'45W 13.56-
C9 50.00 27.19 S24'39'1 I ' 26.86
C10 50600 13.60 N3 6.37-W 13.56
Cf l 30.00 33.76 NOT 5'0 32.01
25 LF 24"
CARP CULVERT
ABU MENT, TYP.
PROPOSED CONTROLLED
ACCESS FENCE
35 lF -, \
35" 30. toC? \ ? `,,
$3° S a . l2 V? ? ?

NOTES:
1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL
EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE
EOUIPMENT. THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCOOT
AS LISTED IN THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS.
2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE
FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM
IS LESS THAN 8 FEET.
3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS L UNLESS OTHERWISE SHOWN
l??`Y 1
d/ T
1
/ II
EXISTING GRAVEL
PARKING AREA
STEPHEN B. KIDD /
D 511 PAGE Sag /
1 / PIN: : 8676-96-2443
k \I? /
25 LF 48- /
\ \\\ P CULVERT
/
sl?
STEPHEN K
08
511 PACES 9
I I! PIN: 8616-96-3342
oti
t%L, \?? "?kp0
SINE
DITCH "A- \ \
W/ cuss D
RIP-TIM
SEE DETAIL
.?c?° 3p• S8
&2 sa. tt' W
25 lF 15"
CMP CULVERT
l?

-- - /
STEPHEN B. KIOD /
DB 511 PAGE 549
PIN: 8616-96-]342 ? \f\
G F /
C / 7 I? 1 HT I OF (W YNATE)
R G /
SN?E\ II I I III / \t( ,e,
4' PVC
MP tl \ ?7, ?\ l?rrr / oP
\ STEPHEN B. K
\ t\ I 'Y 1111 f 111 I DAVID I. HEIT2 and rife. OB 5
% 17 FACE 552
I e 1`1 1 KATHLEEN C. KING \
\ t 1 1 11 \ OB 592 PACE 2339 \ PIN: 8616-96-4243
I e s \ 1,1„1 \\ \ PIN: 8616-96-1210
) 1 ? 1111\\\\\ / \ \ / e / /
is \\\\ \\ \ / \\? /
` \\\\ \\\ 251F6159 h•\ /
`' o \\ \\\\\ \ Cup CULVERT \ \ I /
EXISTING
PARKING AREAL
t \\\ \ /
CP 14 P \?? \ I \ \\ M. CHRISTINA KROOT. Trustee of
\ \ \\ The M. Ch 11" Kroot /
1~ \\ \?\? `\\ Revo S ble Living Trust /
\, \ \\\ ry\ Ci 545 PACE 2202
\ © \\\\\ PIN: 8616-96-3007
jl/ \ \\\\\\? /
?? \\\\\\ STA 28+50 -END
\ \\\\\\ \ TYPE 2 TRAIL RAIL CONSTRUCTION
/Pyg
k RESUME TYPE 1 TRAIL / / \ \
CONSTRUCTION
\\\\\ STA 284
I Cur/ ILL
CAROLINA POWER h LIGHT CO.
36-
DBAGES 493-495 LINETYP.I F \?? \\ CMP CULVERT /GAROUNA POWER k LIGHT CO.
PIN: 8616-95-4657 I \
3s' h[ww \ \ / OB 487 PAGES 493-495
?It CLASS _ PIN: 8616-95-4657 \
I ? 1 III4T'Q EXISTING ??BANK STABIU2A E ORARY NSTRUCTION
LINE TABLE
LINE LENGTH BEARING
L15 0.72 539'4915-
L16 58.76 S46'0725?E
L17 155.58 524'4942
LIB 12.72 N66'17' e•E
M\ i
CURVE TABLE
CURVE RADIUS LENGTH CHRp BRG CHRD DIST
C12 50.00 18.25 9"21'S5'w 18.15
C13 100.00 37.17 1135'2834?N 36.95

/
-A
1 I
pC /
/
.
zzzl" 1. PRESERVE SHRUB L
SHRUBS AS NEEDED TO COMPLETE CONSTRUCTION. WRAP ROOT BALL IN
BURLAP AND KEEP MOIST UNTIL REPLANTED.
2. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING
GRAVEL DRIVE OFF CF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE
CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
ROADWAYS WHEN TRACKED OFFSITE.
NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH.
LOCATE AS DIRECTED BY OWNER.
4. PROPERTY INFORMATION AND RIGHT-OF-WAY INFORMATION OBTAINED
FROM PLAT OF SURVEY BY RANDY HERRON PLS, L-3202 DATED NOV. 16,

?
C14 50.00 77.56 S69'16-07•E 70.02
1998 RECORDED IN PLAT CABINET C. SLOT 2468.
J ?\ f EN RANCE
\ \\\? ?? / / 24-
20 ?\ \
CE
?\ ( 9 b NOTES:
"? \ \ s.ueIi. ''.• Std
SAT END OF EXISTING TRAIL 7EMPORARI Y REMOVE
Richland C_ireek Greenway 183SW
'
??'..aL?r :` ' .,lr 'I s1• r
^1'`J.?{`?71?7f?a T'o-^Mj..!'!"'' 1 ?3,'..." ti-?/ I??` ?• Q?,.'. •?- ??? .?• f .. ?tiVV !AJ f•
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!°1?,?? : {?{?,?` ?'??? ?r^i ? '` ??? fry.-•..._ ?• • • . ? ?? tf
! f. t ,J d ,1". I ?. I C j RrNNr
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Et 1. A. y=?`i-?:- ?• c?, 754?? 1? ?r..? ).
Cha A./
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` j? ` ?,? `s ?•?. Youth rentaCh, Q ZJ 3 ?L It - 2b6a . `x LiY1 US . ,'
•, ,•i { ?!
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?Ot ' L a Dent . RM1-t ???:. ••.? , _? n< ,
y ??-. MrQh ' ?'.l cAECFSyoR ELEV 2562 158a
`? ?i >f l ? ~. ? a NEB- ??' ; { _•?
S. Gabion Wall at Reservoir Embayment- 100
;• 5 7 J 4.- 1. Stormwater Conveyance Crossing
NIE
Churn 2• Stormwater Conveyance Crossing
., t r i•?%, .Golf it ' z --
Fairv4 . 0:•1 ? 1.x ?j ? o ???.. • ' COLrS f ' ?'`_? r . ? ? t; ?? •' .r'?/1lti•i - 11??? _ /
' ,c ??.? • r 7 ? f mil`. 6 ??:??
19
j• ? - •''a ti J - ''? Permitted Cannoe Access NA, USACE, DEN
3. Stabilization abions 66' ???
$p, fL 38 • ?? ,?^ . „ v ; t
• _a.. =• M%??? ?1 ?` , ' Oar ? _? ti o C7
• w`j ? ' f 71:; ",??;? ? 4VG , ? ? .i? J :i .•r r ? it ?t/'?`.• ;,! !•,`.f?._ !t =."4?5` 1`-
,, 4. Stabilization Project Raccoon / Richiand•Confluenece - 200'
ary6f
li?
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•„ -Kw '?.: t 1.?4 .?A r 't . •' • v{:v'f-' 11 j. ? 1. t 5 M?? ? ?`
0 5,000 10,000 Feet

ANCHOR IL
?
EXPANSION
PP STANDARD LEGEND
A

ARAN OR

ABANDON OR ABANDONED

EXi

EXTERIOR

POT ? POLE

P
EXISTING
PROPOSED
DESCRIPTION
ABUT ABUTMENT FR FRAME PRC OINT ON TANGENT
PONY OF REVERSE CURVE -??
ABV ABOVE FD _ FLOOR DRAIN PRV PRESSURE REDUCING VALVE BUILDING WITH PORCH OR SW
ACT ACOUSTICAL FDN FOUNDATION PSI POUNDS PER SQUARE INCH -I -
-
-
? FOUNDATION ONLY
ADD
ADJ ADDITIONAL
ADJACENT FES FLARED END SECTION PT POINT OF TANGENT _
_
_
P _ . _ . - . - .._ TIBER OPTIC ONES
FF FINISH FLOOR PVC POLYVINYL CHLORIDE
IZ
? 135 ?y.
-?35-?
CONTOUR CONTOUR WITH ELEVATION
AFF ABOVE FINISH FLOOR FFE FINISHED FLOOR ELEVATION PVl POINT OF VERTICAL INTERSECTION t
? O E OR
10. *,
Z09 OR SPOT ELEVATION
AGGR AGGREGATE FH FIRE HYDRANT PVMT PAVEMENT x _
X1025
ALUM ALUMINUM FIG E PVT PRIVATE CONCRETE CURB
ALT ALTERNATE FIN FINISH R RADIUS, RISER CONCRETE CURB & GUTTER
ANC ANCHOR FDO FIXTURE RAS RETURN ACTIVATED SLUDGE CONCRETE WAIX OR SLAB
APPROX APPROXIMATE FL FLOOR RR RAN. ROAD PAVEMENT
ARCH
ARV ARCHITECTURAL
AIR RELEASE VALVE FLEX
FLG FLEXIBLE
FLANGE RCP REINFORCED CONCRETE PIPE UNPAVED OR GRAVEL ROAD
RD ROOF DRAIN, ROAD n (?YY1
•

AWWAL
AVG
AMERICAN WATER WORKS ASSOCIATION
AVERAGE
FT
FOOT
RDCR
REDUCER n 5
a OR ,
r
r
a OR ® TREE LINE
TREE
OR SHRUB
FIG FOOTING RECPT RECEPTACLE
-
BIT BITUMINOUS Fllf FUTURE RECT RECTANGULAR -'-'-- FENCE
Bl BELL JOINT GAL GALLON
RBNF
REINFORCE
REINFORCEMENT CENTERLINE CREEK, SWALE OR DITCH

EL
BASE LINE CALV GALVANRED
REF ,
REFERENCE PROPERTY LINE

BEG
BEGIN OR BEGINNING
CAR
GARAGE
R0.
RELOCATED
-k-
@
-? CENTERLINE
BASELINE
BLDG BUILDING CND GROUND REIN REQUIRED ,
- - - - OF WORK
B
LDG
B
CR
GRAVEL
REV
REVISION
FLAG
NAG BOLL
BM BENCH LURK, BEAM GOVT GOVERNMENT RTE ROUTE m DISH
BOTH BOTTOM GPM GALLONS PER MINUTE
NT
RIGHT Q BENCHMARK
BENCHMARK

BOY
BLOW OFF VALVE
CRTC
GRATING
R/YI
RICHE OF WAY FIELD SURVEY TRAVERSE POINT

BP
BRG
BYPASS
BEARING
GV
CATE VALVE
S
SANITARY SEWER, SOUTH, SWITCH 0 0
® 0 0
Q PC OR PT
GEOLOGIC BORE HOLE
GW GRAY WATER SAN SANITARY

BSMi
BASEMENT
N
NOT
SCH
SCHEDULE _
- ' SD - -i
-? SD-i
STORM DRAIN AND ENDWALL
BV BUTTERFLY VALVE HB HOSE BIBB SO STORM DRAIN _g-_ S-^ SANITARY SEWER
C CHANNEL, COLD HK HOOK SECT SECTION - FM-- --FM-- FORCE MAIN - PROFILE
C/C, C TO C
CAB CENTER TO CENTER
CAB
T HM HOLLOW METAL SER SERVICE - - FM-- - - -FM- - FORCE MAIN - PLAN

CAP INE
CAPACITY HOP, HORIZ

HP HORIZONTAL SH SHEET -G-- G- GAS LION OR SERVICE LINE
CF CU8!C FEET T HIPOIM? S1ITC SHEETING -W W-- WATER MAIN OR SERVICE LINE

OG
CHANGE OF GRADE
HYD
HYDRANT SIM SIMILAR ---E E- ELECTRICAL UNE
C & G, CC&C CURB AND GUTTER , CONCRETE IO INSIDE DIAMETER SPEC SPECIFICATION - -WE- - - -ll? - UNDERGROUND ELECTRICAL LINE
Cl CAST IRON IN INCH SP SIGNAL POLE PIPE FITTINGS
CIRC CCIRCULAR INSUL INSULATION BO BARE
OCT
CKT
CIRCUIT
INN
INVERT VERT
SS
STAINLESS STEEL - ?_
FIRE HYDRANT

CL
CENTER LINE
IP
IRON PIN
ST
STREET - q
- YY OR oC --
- ® OR-?r-
GATE VALVE
CLR CLEAR JT JOINT STA STATION 0 VPV e WATER VALVE
CONST CONSTRUCTION JB JUNCTION BOX SID STANDARD A GV 9 GAS VALVE
CDR CORNER L LENGTH, LONG SR STEEL • ARV SEWER/WATER AIR RELEASE VALVE
CARP CORRUGATED METAL PIPE LF LINEN. FOOT STRUCf STRUCTURAL BOV BLOW OFF VA

CMU
CONCRETE MASONRY UNITS
LG
LONG
STY
STORY LVE
SEWER CH
K

CND
CONDUIT
Lp
UGHT POLE
SUR
SURVEY EC
DAM

GO
CLEAN OUT
LR
LONG RADIUS
SURF
SURFACE
Oi
- o- •
CO SEWER LINE PLUG
COMB COMBINATION LT LEFT S/W SIDEWALK -- - -•-- ClFANOUi
GONG CONCRETE LTG LIGHTING SYMM SYMMETRICAL -{?- -- -?- MANHOLE
CONN CONNECT, CONNECTION MACH MACHINERY T TREAD, TOP Jet-? ? CROP INLET (CURB AND GRATING TYPES)
CONT CONTINUOUS, CONTROL MAS MASONRY T & B TOP AND BOTTOM ?JB

CONiR
CONTRACTOR
MA
MATERIAL
TOC
TURNED DOWN CURB JUNCTION BOX

CP
COORDINATE POINT X
MAX
MAXIMUM
IEIE
TELEPHONE GNb WM

o .p. ¢ GM - GAS METER, WM - WATER METER
CR STONE CRUSHED STONE ?
MB MAILBOX TEMP TEMPORARY IAMB MAIL BOX
CSW CONCRETE SIDEWALK MECH MECHANICAL THK THICK -' T - - T - TELEPHONE LINE
CTR CENTER MFR MANUFACTURER TP TELEPHONE POLE - _UT_ - - UT- - UNDERGROUND TELEPHONE LINE
CULV CULVERT MH MANHOLE, MOUNTING HEIGHT TRTD TREATED -T1-- TELEPHONE POLE
CY CUBIC YARD MIN MINIMUM TS TOP OF SLAB -? -- POWER POLE
D DEPTH OR DEGREE OF CURVE MISC MISCELLANEOUS TELEVISION WETLANDS LIMITS
DEPT DEPARTMENT MJ MECHANICAL JOINT TW TOP OF WALL - - • - FLOODWAY-FLOODPLAIN
OF DRINKING FOUNTAIN MO MASONRY OPENING TYP TYPICAL F LIGHT POLE
DI DROP INLET, DUCTILE IRON MON MONUMENT LTG UNDERGROUND < < GUY WIRE
DIA DIAMETER MID MOUNTED LION UNLESS OTHERWISE NOTED M TELEPHONE
DIM DIMENSION MiC MOUNTING U.S.C.&G.S. UNITED STATES COAST AND ? co TELEPHONE PEDESTAL
DISC DISCONNECT MTL METAL GEODETIC SURVEY ID ELECTRICAL PEDESTAL
DMH DROP MANHOLE MV MUD VALVE USGS UNITED STATES GEOLOGICAL © © CABLE PEDESTAL
ON DOWN N & C NAIL AND CAP SURVEY 9) SO SIGN
DR DRIVE NIC NOT IN CONTRACT V, VAL VALVE ?TV ?TV BURIED TELEPHONE VAULT
DS DOWN SPOUT NO NUMBER VAP BAR VAPOR BARRIER ?W ?w WATER VALVE VAULT
DTL DETAIL NIS T TO SCALE VC VERTICAL CURVE ? FENCE POST
DW,D/W DRVEWAY OC ON CENTERS VERT VERTICAL UD LP TANK
DWL DWELLING OD OUTSIDE DIAMETER VOL VOLUME ? m TELEPHONE/ELECTRICAL PULL BOX
DWG DRAWING OPER OPERATOR VDOT VIRGINIA DEPARTMENT ® SIGNAL CONTROL BOX
E FAST OPNG OPENING OF TRANSPORTATION 0?-
i rt ?-h 0- 0__ GUARDRAIL

EACH
OPP
OPPOSITE
Y.S.D.
VERTICAL SIGHT DISTANCE RAILROAD

E.B.L.
EASTBOUND LANE
PB
PAPER BOX
W.B.L.
WEST BOUND LANE ABANDON OR REMOVE

EF
EACH FACE
PC
POINT OF CURVE
W
WIDE FLANGE, WIDE

T- - PAVED DITCH

E1
EXPANSION JOINT
PCC
POINT OF COMPOUND
W/
WITH 1
DRIVEWAY CULVERT
ET. ELEV ELEVATION PER PERIMETER WD WOOD
ELEC ELECTRICAL PERF PERFORATED WH WELL HOUSE OR SPRING HOUSE OR CULVERT WITH FLARED END SECT.
ENGR ENGINEER PERP PERPENDICULAR WL WATER LINE ®

ENTR
ENTRANCE
%
POINT OF INTERSECTION
W/o
WITHOUT
0 RIGHT OF WAY MONUMENT

EOL
END OF LINE
PIV
POST INDICATOR VALVE
WS
WATER SURFACE
? PS MONUMENT
PLANTED STONE
EP EDGE OF PAVEMENT PL PLATE PROPERTY LINE WT WATERTIGHT, WEIGHT 0 Al ANGLE IRON
EQ EQUAL
P
PLYWOOD WVDH WEST VIRGINIA DEPARTMENT 0 AX
0 PKO AXLE

EQPi
EQUIPMENT
POL
POINT ON CANE
OF HIGHWAYS
0 !RIO A PK

EW
EACH WAY, ENDWALL
WWF
WELDED WIRE FABRIC
0 IPO p
& IRON ROD

EAST
EXISTING IRON PPE
A HUB AND TACK, NL, CONTROL, IR W/CAP
X CP #101 X CP 1101 COORDINATE POINT
0 WELL WATER WELL
® SEWER SEPTIC TANK
0 RRS D RAILROAD SPIKE
EROSION AND SEDIMENT
CONTROL SYMBOLS
ECT ggg? EROSION CONTROL STONE
O
IP
O 0
CIP

0
O
CE A
RR

SF -x-x-
STRAW BALE BARRIER
STORM DRAIN
INLET PROTECTION
TREE PROTECTION
CULVERT INLET PROTECTION
DIVERSION
TEMPORARY SEDIMENT TRAP
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
RIPRAP
SILT FENCE
MATERIALS SYMBOLS
??J JfJ7??
llL1LlL?1 METAL INSULATION (RIGID)
V YLllllllLY BRICK C? WOOD BLOCKING
CONCRETE MASONRY FINISHED WOOD
OR PLYWOOD
CONCRETE ¢M GRAVEL OR STONE
L?-J GROUT OR FINISHED
CONCRETE EARTH
?
L PAVEMENT
GENERAL NOTES
1. THE LOCATION OF EXISTING UTILITIES IN THE PROJECT AREA,
INCLUDING UNDERGROUND UTILITIES, IS IND:CATED ON THE DRAWINGS
INSOFAR AS THEIR EXISTENCE AND LOCATION WERE KNOWN AT THE TIME
OF PREPARATION OF THE DRAWINGS. HOWCAER, NOTHING IN THESE
CONTRACT DOCUMENTS SHALL BE CONSTRUED AS A GUARANTEE THAT
SUCH UTILITIES ARE IN THE LOCATION INDICATED OR THAT THEY
ACTUALLY EXIST. THE CONTRACTOR SHALL MAKE ALL NECESSARY
INVESTIGATIONS TO DETERMINE THE EXISTENCE FOR ANY DAMAGE TO AND
FOR MAINTENANCE AND PROTECTION OF EXISTING UTILITIES AND
STRUCTURES.
2. MATTERN & CRAIG COMPLETED THE DESIGN SURVEY FOR THIS
PROJECT IN APRIL 2006. THIS MAPPING IS ONLY VALID FOR THIS DESIGN.
THE SURVEY WORK WAS TIED TO NCOOT CONTROL USED IN THE NEARBY
BRIDGE REPLACEMENT PROJECT OVER RICHLAND CREEK.
3.'A BOUND BOOKLET OF CONTRACT DOCUMENTS AND TECHNICAL
SPECIFICATIONS SUPPORT THESE DRAWINGS. TOGETHER THE DRAWINGS
AND BOOKLET SHOULD PROVIDE THE CONTRACTOR WITH ALL THE
INFORMATION NECESSARY TO COMPLETE THE WORK. IF THE CONTACTOR
FINDS CONFLICTS BETWEEN DRAWINGS AND BOOKLET, CONTACT THE
ENGINEER FOR CLARIFICATION.
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I Vertical Scole:
r-1a'
Horizontal Scale:
1'-30'
Commission Number.
2580
Sheet Na.:
2
i0
LINE TA BLE
LINE LENGTH BEARING
L1 8323 S69'24'36"E
L2 9.59 N82'46'54"E
L3 104.77 S77*18'32"E
L4 38.57 581'05'16"E
L5 29.60 N71'23'41"E
L6 54.49 N88'01'19"E
L7 55.72 N89'26'23"E
L8 61.78 S89'38'47"E
L9 63.96 N89'35'57"E
L10 65.99 N88'24'59"E
30 LF CONC. SIDEWALK--_
CONNECT FLUSH TO
EXISTING ROD
MATCH WIDTH OF EXIST.
SIDEWALK
PAINTED
TP #4
PROPOSED
STOP SEE NOTE
SIGN 2

CP 11
TYPE 1 TRAIL
CONSTRUCTION '
UNLESS OTHERWISE
SHOWN 24" LQdU CP 12
,.
CUT/FILL
LINE TYP.
END EXISTING
ACCESS ROAD
25 LF 18" CMP/ EXTEND ACCESS
ROD TO
PROPOSED PARKING
AREA
PROPOSED CONTROLLED
ACCESS FENCE
20 FT FROM E.O.P.
NCDOT STD. 866.03
W/O 4 PT. BARBED WIRE
l 1 \'
L
CAP
PARKI
SIGN
,WI-2571.5111
S 25' BUFFER, TYP.
RICHLAND CREEK
CLEARING LIMITS,
(TYP.)
OPEN THROAT
18" CMP CATCH BASIN
NCOOT STD. 840.04
TOP = 2572.80
INV. IN = 2571.51
INV. OUT = 2571.31
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
Cl 100.00 48.53 S83'18'51"E 48.06
C2 100.00 34.75 N87'1 5'49"W 34.57
C3 100.00 48.03 N85'09'1 3"E 47.57
C4 100.00 29.02 579'42'30"W 28.92
CONC. JCT. BOX
NCOOT STD. 840.31
SET MANHOLE COVER AND FRAME
FLUSH W/PROPOSED GRADE
0 2485.7 +/-
TOP = 2585.70
INV. IN = 2576.10
INV. OUT = 2571.20 ,
U's II9 (EAST- gaup E1
)

1o' \\\ ll'
DJUST MH COVER TO
?E FLUSH W/ FINISHED
TRAIL GRADE
TOP OF CREEK BANK TYP.
20 LF 18" CMP
INV. OUT = 2568.00
W/ RIP-RAP OUTLET
NOTES: PROTECTION - SEE DETAIL
1. CONSTRUCTION ACCESS SHALL BE LIMITED 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 WITH THIS CONSTRUCTION, EXCEPT AS NOTED BELOW
A. STA 11+10 - TEMPORARILY REMOVE THE CONCRETE RIGHT-OF-WAY MONUMENT THAT LIES IN THE CENTER OF THE TRAIL, AND RESET
AFTER TRAIL CONSTRUCTION IS COMPLETE. USE SURVEYING METHODS TO RESET THE MONUMENT AT THE ORIGINAL LOCATION. INSTALL THE
MONUMENT WITH THE TOP FLUSH WITH THE FINISH GRADE.
B. STA 17+24 - PRESERVE THE TRAVERSE MONUMENT RIGHT OF THE TRAIL COMPLETE THE TRAIL CONSTRUCTION WITH HAND-WORK AS
NECESSARY TO KEEP FROM DISTURBING THIS MONUMENT.
3. THE CONTRACTOR SHALL CONTROL ALL CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CONSTRUCTION SITE AND KEEP THE PAVED
ACCESS AS ROAD
THE DEBRIS A T E CONSTRUCTION C NSTRUC11ON STAGING AREALINING THEAREAWITH COBBLES A D COURSE GRAVEL SITE. L TO CAPTURE MUD FROM K
THE
PROJECT SITE.
4.
EROSION CONTROL DEVICES ARE SHOWN AND ARE THE MINIMIM ACCEPTABLE CONTROL DEVICES THAT ARE EXPECTED TO BE INSTALLED BY THE CONTRACTOR. IF THE NEED TO ALTER NUMBER LOCATION THE THE
AND
ONTRACTORNSHALL ADJUST THE DENCE INS ANLLATIONS TOASUIIT HIS CONSTRUCTION ZONE. E HOWEVER,ACARE SHALL BEEF ERCISEDDBY THE
CONTRACTOR TO KEEP ALL SEDIMENT CONFINED TO THE LIMITS OF CONSTRUCTION.
5. THE DISTURBED LIMITS FOR THIS PROJECT ARE INTERPRETED TO BE THE TEMPORARY SILT FENCE LINE ALONG RICHLAND AND RACOON
CREEK, THE CONTROLLED ACCESS FENCE ALONG US 19 AND 5-FEET BEYOND THE CUT/FILL LINE WHEREVER A FENCE LINE IS NOT SHOWN.
6. RICHLAND CREEK IS A TROUT STREAM AND MUST NOT BE IMPACTED BY THIS CONSTRUCTION. ALLOWABLE ENCROACHMENTS 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 QUALITY
DIVISION.

\ ? e
270 - /
ABANDONED ROADWAY
ABUTMENT
18" CMP
SEE NOTE 2 'O^
L0
PROPOSED CONTROLLED ACCESS FENCE +
5 FT. BEHIND GUARD RAIL
NCOOT STD. 866.03
II ?-
II W/O 4 PT. BARBED WIRE Q

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m-rd.arn
s
=-?=
-
_ Ld

15 LF 18" CMP GABION RETAINING WALL - 132 LF
I
V J
N
. OUT - 2571.00 PER TYPICAL CONSTRUCTION DETAILS _
U
35° 31.02 ?? <
It 5-?, " I'b W
LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PAGE 476
PIN: 8616-67-6131
CONSTRUCTION LAYOUT SCHEDULE
POINT NORTHING EASTING ELEVATION DESCRIPTION
Cl 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 666095.06 819069.71 2568.90 CONTINUE TRAIL 0 STA. 26+74
BY-6 667075.56 817767.43 2572.31 NCDOT CONTROL
BY-5 667236.32 817631.28 2571.82 NCDOT CONTROL
TP4 666874.12 817962.17 TRAVERSE POINT #4
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frontal kale:
hmiss,on Numbtr.
2580
itt No.:
3

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PROPOSED CONTROLLED ACCESS FENCE 18" CMP
5 FT. BEHIND GUARD RAIL
NCDOT STD. 866.03
W/O 4 PT. BARBED WIRE
Us 19 (EAST//86VJ C' t 36 31.02 ir?

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CONNECT TO EXISTING
CONTROLLED ACCESS FENCE
zs47.od \ ,
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\ \ I 1 \` \ \ ?\ v EXISTING CONTROLLED ACCESS FENCE
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/ CO4TRU PE TYPICAL
TOI41DENLS\\ \\ \
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LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PACE 476
PIN: 8616-67-6131 \ \4?
\ .- y y

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52,.12 Y?
DITCH " 11
W/ CLASS S B
RIP-RAP
SEE DETAIL
1 a --?
315' 30.5Qi
?2 s?.?1' w
25 LF 15"
CMP CULVERT
LAKE JUNALUSKA ASSEMBLY INC.
DB 34 PACE 476
PIN: 8616-67-6131
STA 21+00 - BEGIN
TYPE 2 TRAIL CONSTRUCTION
25 LF 24"
CMP CULVERT
0
1
11 \
k \ e,
,
S
LINE TABLE
LINE LENGTH BEARING
L11 108.20 N86'57'1 "
L12 21.30 S02'13'31 "
L13 47.19 524'39' I'
L14 199.12 S24'39'1 '
CURVE TABLE
CURVE RADIUS LENGTH CHRD BRG CHRD DIST
C5 100.00 158.51 N47'38'07"W 142.43
C6 100.00 72.75 S23'04'02" 71.16
C7 100.00 33.61 N34'16'53 W 33.45
C8 50.00 13.60 N16'51'45"W 13.56
C9 50.00 27.19 52439'11" 26.86
CIO 50.00 13.60 N32'26'37"W 13.56
C11 30.00 33.76 N07'35.0 " 3201
.BRIDGE 01
ABUTMENT, TYP.
/ PROPOSED CONTROLLED \
/ W ACCESS FENCE
0e0?GEo? 35 LF
/ 8" /
( °?STEPHEN S. KIDD /
\ 1 4°?p/// 08 511 PAGE 549
I' PIN: 8616-96-2443
NOTES:
1. THERE IS A LOW OVERHEAD CLEARANCE BENEATH THE US 23/74 BRIDGES. THE CONTRACTOR SHALL
EXPECT TO COMPLETE THE WORK BENEATH THE BRIDGES USING SKID STEER OR OTHER SIMILAR LOW PROFILE
EQUIPMENT. THE CONTRACTOR SHALL ALSO ADHERE TO ALL CONDITIONS OF THE ENCROACHMENT WITH NCOOT
AS LISTED IN THE SPECIAL PROVISIONS OF THE CONTRACT DOCUMENTS.
2. THE TRAIL BENEATH THE BRIDGE SHALL MAINTAIN NOT LESS THAN AN 8-FOOT CLEARANCE BETWEEN THE
FINISHED PATH AND THE BOTTOM OF THE BRIDGE BEAMS. THE PREFERRED CLEARANCE IS 9 FT., OR GREATER.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE CLEARANCE AT ANY POINT BENEATH THE BRIDGE BEAM
IS LESS THAN 8 FEET.
3. ALL RIP-RAP FOR PIPE OUTLET PROTECTION AND DITCH LINING IS CLASS I, UNLESS OTHERWISE SHOWN.
11
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1///
1
III J I////
? 1I1?
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25 LF 48" /
MP CULVERT
\P
STEPHEN B. KIDD
/ D8 511 PAGE 549
PIN: 8616-96-334
342
I' 111 -Aykoo
1 y
EXISTING GRAVEL I y 5'(P•
PARKING AREA I
5
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ferticol Scele:
N/A
lorizontal Scale:
I'?30'
:ommission Number;
2580
Sheet No.:
4

STEPHEN B. KIDD /
DB 511 PAGE 549
PIN: 8616-96-3342
S? P e
5 / 40' WIDE (PRIVATE) A/
<? III I?I RIGHT OF WAY / \ Ix/
`'? ` W Ill III
4" PVC
?P
?`? I II I1I11I (? I I DAVID I. HEITZ and wife, \ \ D8E511 PACEK552 / ??Jy
1 I e d l` KATHLEEN C. KING
\ I 1 1 1 \ DB 592 PACE 2339 \ PIN: 8616-96-4243 /
p ' III1``1\\ \ PIN: 8616-96-1210
1 ` \'? 1 111\\\;\\ F? P\ /
STA. 4 1 \\\\\ \\\\ 26+99
25 LF15'
q \\\\\\\\ \ CMP CULVERT
1 1 \ 1` \\
EXISTING GRAVEL
PARKING AREA
CP 14??\ S ?1 A
\?\ ??? \\ I1\ \\ M. CHRISTINA KROOT, Trustee of
The M. Christina Kroot /
Revocable Living Trust /
\. \ \\\ 1K\ D8 545 PAGE 2202
© PIN: 8616-96-3007
?\ \\\\\\ STA 28+50 - END
ST \\\\\\? \P TYPE RESUME L TYPE CONSTRUCTION
1 TRAIL \ CONSTRUCTION /
\\\ \
STA. I
FILL 8
CAROLINA POWER & LIGHT CO. I LINE TY
P.\\\\\` 24 LF X36'
DB 487 PAGES 493-495 \\ CMP CULVERT \ / \
/ Q /CAROLINA POWER & LIGHT CO. PIN: 8616-95-4657 I I C\
LINE TABLE
LINE LENGTH BEARING
L15 0.72 S39'49'1 5'W
L16 58.76 S46'07'25"E
L17 155.58 524'49'42"E
L18 12.72 N66'17'28"E
36' I ;o . a \1 \ / OB 487 PAGES 493-495
CLASS I RIP-RAP 91 PIN: 8616-95-4657
TIE IkO EXISTING E ORARY CONSTRUCTION \
1 ` V\\?BANK)STABIUZATIO EN CE
20' CE % / \ \ % am i
NOTES:
1. PRESERVE SHRUBS AT END OF EXISTING TRAIL TEMPORARILY REMOVE
\ 1 q\ /? „ 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 S29'21'55"W 18.15
C13 100.00 37.17 N35'28'34 W 36.95
C14 50.00 77.56 S69'16'07"E 70.02
2.. MAINTAIN A TEMPORARY CONSTRUCTION ENTRANCE ON THE EXISTING
®SH GRAVEL DRIVE OFF OF UNDUSTRIAL DRIVE. CONTAIN MUD AND SILT ON THE
CONSTRUCTION ENTRANCE AND PROMPTLY CLEAN ALL DEBRIS FROM
\ N C?6\ 1-r ROADWAYS WHEN TRACKED OFFSITE.
\ NOTE 3 3. INSTALL A FENCE BARRICADE ACROSS THE EXISTING GRAVEL PATH.
\'1? ? LOCALE AS DIRECTED 8Y OWNER.
14. PROPERTY INFORMATION AND RIGHT-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 Scclc:
N/A
Horizontal Scale:
I'•Sa'
Commission Number:
2580
Sheet No.:
5