20060671 Ver 1_Complete File_20060517

Staff Report
Project Num: 20060671 Version: 1 Status: Issued
Name: NCDOT - SR 1760 Project Type: Pave road
County: Jackson Region: Asheville
Location: UTs Tanasee Creek Wolf Mountain
Latitude: +35°13'23" Longitude: -82°58'50"
SW Plan Location:
Owner: NC DOT Division 14 - Bryson City
Contact Person: Tippett, Lyndo Title: Phone:
Inspection Date: 05/09/2006 Entry Time: 01:15 PM Exit Time: 02:30 PM
Reason for Inspection: Routine Inspection Type: Staff Report
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Phone: [phone]
Question Areas:
0 Site Visit
Inspection Summary:
DOT is proposing to grade, widen and pave NCSR 1760, Wolf Mountain Road. Nine (9) unnamed tributaries to Tanasee Creek will be
impacted. Impacts will be 76 linear feet of new pipe at the existing stream crossings and 62 linear feet of seep relocation along the
newly constructed roadway.
It is recommended that WQ Certification Nos. 3404 and 3366 be issued.
The 401 Certification was issued on May 17, 2006.
Page: 1
Project Num: 20060671 Owner: NC DOT Division 14 - Bryson City
Inspection Date: 05/09/2006 Inspection Type: Staff Report Reason for Visit: Routine
Site Visit Yes No NA NE
Do impacts described in the application differ those seen in the field? ? N ? ?
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application? ? N ? ?
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application? ? ? ?
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification? ? 0 ? ?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification? ? ¦ ? ?
Are there additional stromwater conditions that should be required due to the following classifications: 0 0 11 0
# 303(d)list, Class WS, NSW, ORW, HOW
Describe: Tanassee Creek classified WSIII, Tr., HOW.
Is this a subdivision or otherwise part of a larger project? ? ? ¦ ?
# If yes, what phase is this?
Are there prior impacts from prior phases? ? ? ¦ ?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment:
Page: 2
OF \N A TFq
co a T'
> rr
o -c
Michael P. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
MAY 2 U May 17, 2006
2 2006 Jackson County
60671
nANDSgNI)Sl? NCSR 176 `(W if Mect
Road)
RANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, to impact 138 linear feet in
nine (9) unnamed tributaries to Tanasee Creek (76 linear feet of new pipe, 62 linear feet of spring seep relocation and
temporary dewatering), in order to make improvements to NCSR 1760 (Wolf Mountain Road) in Jackson County. The
project should be constructed in accordance with your application dated April 18, 2006 (received April 21, 2006),
including the environmental commitments made in the application letter. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Nos. 3404 and 3366, corresponding to the U.S.
Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition, you must acquire any other federal, state
or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge and Water Supply Watershed regulations. This Water Quality Certification will expire with the accompanying
404 Permit issued by the US Army Corps of Engineers.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland tills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
b.
C.
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.
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.
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.
o One
NhCarolina
Naturally
North Carolina Division of Water Quality 2090 U.S. I lighway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer
Mr. J. B. Setzer, P.E.
May 17, 2006
Page Two
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory
mitigation will be required since that is a direct impact from road construction activities.
3. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project.
4. Placement of culverts and other structures in waters, streams and wetlands, shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48-inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48-inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands, streambeds or banks, adjacent to, or upstream and down stream
of the above structures. The applicant is required to provide evidence that equilibrium is being maintained, if
requested in writing by DWQ. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine
whether or not a permit modification will be required.
5. The permittee shall use Design Standards in Sensitive Watersheds [15A NCAC 413.0124 (a)-(e)]. Temporary cover
(wheat, millet or similar annual grain) or permanent herbaceous cover should be planted on all bare soil within fifteen
(15) days of ground disturbing activities to provide long-term erosion control. Erosion control mating should be used
in conjunction with appropriate seeding on disturbed soils in steep slope and riparian areas. Matting should be
secured in place with staples or wherever possible, live stakes of native trees. Straw mulch and tall fescue should not
be used in riparian areas.
6. In-stream work and land disturbance within the 25-foot wide buffer zone are prohibited during the trout-spawning
season of October 15 through April 15 to protect the egg and fry stages of trout from off-site sedimentation during
construction of the roadway.
7. Relocate spring seep from Station 43+88 to Station 444-50 adjacent to new roadway.
8. The dimension-pattern apd profile of the stream, above and below the crossing, should not b? modified DNturbed
floodplains and streams should be restored to natural geomorphic conditions.
9. All channel relocations will be constructed in a dry work area and stabilized before stream flows are diverted.
Channel relocations will be completed and stabilized, and must be approved on site by DWQ staff, prior to diverting
water into the new channel. Whenever possible, channel relocations shall be allowed to stabilize for an entire
growing season. Vegetation used for bank stabilization shall be limited to native woody species, and should include
establishment of a 30-foot wide wooded and an adjacent 20-foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practicable. A transitional phase incorporating coir fiber and seedling establishment is
allowable. Also, riprap may be allowed if it is necessary to maintain the physical integrity of the stream, but the
applicant must provide written justification and any calculations used to determine the extent of riprap coverage area.
10. All stormwater runoff shall be directed as sheet flow through stream buffers at nonerosive velocities, unless otherwise
approved by this certification.
11. Native riparian vegetation (e.g. rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
12. Any riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation. Riprap should not be place in the active
thalweg channel or placed in the streambed in such a manner that precludes aquatic life passage. Bioengineering
boulders or structures should be properly designed, sized and installed.
13. Heavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
14. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
15. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
Mr. J. B. Setzer, P.E.
May 17, 2006
Page Three
16. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
17. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
18. If concrete is used during construction (e.g., headwalls), a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
19. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
20. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State or Federal law. If DWQ determines that such standards or laws are not being met
(including failure to sustain a designated achieved use) or that State of Federal law if being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
21. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the bank stabilization work.
22. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
23. Upon completion of the project, the NCDOT Division Engineer, shall complete and return the enclosed "Certificate of
Completion Form" to notify NCDWQ when all work included in the §401 Certification has been completed. This
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 Crabtree
Blvd., Suite 250, Raleigh, North Carolina 27604.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
? ? I el-I , ? 7'T' , " - 4 IL,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental.
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office

T
of \N
0, ??Gy
DoFhM?AY -,it/
22 V
0
'0 D
?????SI?R WgAI/ 06
>FRe?cy
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 12, 2006
Jackson County
DWQ Project No. 060763
NCSR 1752 (Cedar Valley Farm Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. B. Setzer, P.E.
Division Engineer
N C Department of Transportation
253 Webster Road
Sylva, North Carolina 28779
Dear Mr. Setzer:
You have our approval, in accordance with the attached conditions and those listed below, to impact 30 linear feet in
Negroskull Creek (30 linear feet of new pipe and temporary dewatering), in order to make improvements to NCSR 1752
(Cedar Valley Farm Road) in Jackson County. The project should be constructed in accordance with your application
dated May 2, 2006 (received May 8, 2006), including the environmental commitments made in the application letter.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Nos.
3404 and 3366, corresponding to the U.S. Army Corps of Engineers Nationwide Permit Numbers 14 and 33. In addition,
you must acquire any other federal, state or local permits before you proceed with your project including (but not limited
to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This Water Quality
Certification will expire with the accompanying 404 Permit issued by the US Army Corps of Engineers.
This approval is valid solely for the purpose and design described in your application (unless modified below). Should
your project change, you must notify the DWQ in writing and submit a new application. If the property is sold, the new
owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying with all the
conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if total impacts to streams (now
or in the future) exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Alining Manual.
NoahCarolina
Al atura!!y
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet www.ncwaterquality.org FAX [phone]
An Equal CppertunilylAffirmative Action Employer
14@,
Alan W. Klimek, P.E. Director
Division of Water Quality
rt
Mr. J. B. Setzer, P.E.
May 12, 2006
Page Three
15. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.
17. If concrete is used during construction (e.g., headwalls), a dry work area should be maintained to prevent direct
contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be
discharged to surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
18. No rock, sand or other materials shall be dredged from the stream channel, except where authorized by this
certification.
19. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water quality
standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and any other
appropriate requirements of State or Federal law. If DWQ determines that such standards or laws are not being met
(including failure to sustain a designated achieved use) or that State of Federal law if being violated, or that further
conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
20. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the bank stabilization work.
21. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
22. Upon completion of the project, the NCDOT Division Engineer, shall complete and return the enclosed "Certificate of
Completion Form" to notify NCDWQ when all work included in the §401 Certification has been completed. This
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 Crabtree
Blvd., Suite 250, Raleigh, North Carolina 27604.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mr. Mike Parker of the Asheville Regional Office at 828.296.4500.
Sincerely,
Alan W. Klimek, P.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, DEO
Ed Ingle, Roadside Environmental
Steve Lund, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office
D
y APR 2 1 2006
DENR.WATERQUALITY
%N ETIANDS AND STORIAWATER Mai
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
April 18, 2006
LYNDO TIPPE"
SECRETARY
Ms. Angie Pennock, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208 -
Asheville, NC 28801-2714
Subject: Nationwide 14 Permit Application
SR 1760 - Wolf Mountain Road
Jackson County
State Project No. 14C.050027 (DWQ Minor Permit Fee 5200)
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1760, Wolf Mountain Road, in Jackson County from the end of pavement for a distance
of 2.64 miles. This proposal entails widening and paving the existing gravel road to a standard
18-foot roadway. The work is necessary for maintenance and safety. Funds have been allocated
for this project, and NCDOT would like to perform this work during the 2005-06 paving season.
I am sending a straight-line diagram with the proposed erosion control and construction limits
along this project. In addition, I am sending a typical section of the road, cross sections,
drawings for pipe culvert replacements as well as a marked county map and USGS quad map.
We propose to install the new culverts slightly below the existing streambed elevations where
bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing stream
gradients to remain as unchanged as physically possible.
The North Carolina Natural Heritage Database was checked for records of threatened and for the endangered species. There are no records for threatened and endangered Cspec reek and Cold Tana cce
Creek watershed. There are no records for the adjacent watersheds, olf The streams to be impacted are small and impacts
will be "no effect on threatened dorde seep
relocation will be minimal. For these reason,
endangered species.
L'=
Ll

L
Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The rock silt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Impacts to Waters of the United States
In order to construct the project in accordance with our current secondary road standards, it will
be necessary to impact waters of the United States in the Little Tennessee River Basin.
Specifically, NCDOT is requesting to extend/replace nine metal culverts in unnamed tributaries
to Tanasee Creek (DWQ Class: WS-III, Tr, HQW) and relocate a roadside seep. All of the
unnamed tributaries have well defined channels, which lack vegetation and have substrates
composed of cobble, gravel, and sand/silt. Therefore, we believe the unnamed tributaries are
under the jurisdiction of the US Army Corps of Engineers. Listed below is a summary of the
proposed impacts.
t
I
Site No.
Station Existing Condition Proposed Condition s
mpac
Net
i
'
Site 1
3+37 31' x 18" CMP 35'x 18" CMP on
extens
4
" i
'
Site 2
11+82 45'x 60" CMP CMP
45' x 60 on
extens
0
i
'
Site 3
44+50 42' x 18" CMP 45'x 18" CMP on
extens
3
' 0
Site 3B
44+50 to 44+88 62' Spring Seep
(Wet Ditch) Spring Seep
Relocate 62
(Wet Ditch)
"
n
i
t
0'
Site 4
52+45 40' x 36" CMP CMP
50' x 36 o
ens
ex
1
" i
t
0'
Site 5
ss+72 40' x 54" CMP CMP
50' x 54 on
ens
ex
1
" n
i
t
9'
Site 6
66+31 71' x 18" CMP CMP
55' x 30 o
ens
ex
2
"
" n
i
t
0'
Site 7
110+40 28' x 64" x 43" CMP CMP
x 43
28' x 64 o
ens
ex
i
'
Site 8
120+92 40' x 60" CMP 40' x 60" CMP on
extens
0
ion
t
0'
Site 9
122+50 20' x 24" CMP 40' x 24" CMP ens
ex
2
Total Impacts 76 Linear Feet
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am requesting that Mr. McHenry and Mr. Ed
Ingle, Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me
concerning this permit request.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
Si I rely,
?Z
onathan L. Woodard, P.E.
District Engineer
Enclosures
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J.B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. E. L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Ms. Wanda H. Roach, County Maintenance Engineer, NCDOT
Office Use Only: Form Version October 2001
2 0 0 6 0 6 7 1
USACE Action ID No DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nation-wide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 345 Toot Hollow Road
Bryson City, NC 28713
Attn : J. L. Woodard PE District Engineer
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jwoodard a dot state nc us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation: N/A
Mailing Address: N/A
Telephone Number: N/A Fax Number: N/A
E-mail Address: N/A
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction size
plans are
drawings rather than a sequential sheet version of
be informed that
illegible, the applicant will
reduced to a small scale such that the final version
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1760 - Wolf Mountain Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): 14C.050027
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Jackson Nearest Town: Cashiers
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Sylva take NC 107 South
Lo NC 281. Turn Left and follow NC 281 to SR 1762. Turn left onto SR 1762. Follow SR
1762 to end of avement. Turn left onto SR 1760. This is the roiect.
5. Site coordinates, if available (UTM or Lat/Long): see attached
(Note - If project is linear, such as a road o utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct vate y )
6. Describe the existing land use or condition of the site at the time of this application:--
Rural residential a riculture and forest land
7. Property size (acres): 6.40 acres
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Tana see Creek DWQ Class:
WS-111, Tr HOW
9. River Basin: Little Tennessee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http //h2o enr ;tate.nc.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: To widen grad% drain and nave SR 1760 to
meet current NCDOT secondary road standards. This includes cutting and fillip earthwork
replacing old drainage structures that are inadequate and making the road safer by improving
the ali nment and rofile.
11. List the type of equipment to be used to construct the project:
Track Hoes Back Hoes Dum Trucks Bulldozers Manual Labor etc.
12. Describe the land use in the vicinity of this project:
Rural residential a culture Christmas tree farms and woodland
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained Includ r this
project (including all prior phases of the same subdivision) in the past, please explain.
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
No additional pen-nits have been applied for in the past.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
No additional pen-nits are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant e must also
provide justification for these impacts in Section VII below. All proposed impacts, p
u accom t bep hanyin o vngonta
and temporary, must be listed herein, and must be clearly
pebenn ?1) an
plan. All wetlands and waters, and all streams (intertn
delineation map, whether or not impacts alincudedt as these Photographsdmastream
y be
evaluation and delineation forms should be stream included at the applicant's discretion. If this
VIIidbimpac is strictly elow t If additionalrspawetlan ce isdneeded for
mitigation, list and describe the impact in Sec
listing or description, please attach a separate sheet.
Page 3 of 8
1. Wetland Impacts

Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
( es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland**
N/A

I...4. t ,,f not timited to me chanized clearing, grading, fill,
* List each impact separately ano tocnnry iCmY.na,r 4 w° - ••••r---- - ---_ .
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at I-800-358-9616, or
online at httl2Wwww.fetrt;t.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of
Site Number Type of Impact* Impact
(indicate on ma) (linear feet)
Site I Sta 3+37 Culvert Extension 4
Site 2 Sta 11+82 Culvert Replacement 0
Site 3 Sta 44+50 Culvert Extension 3
Site 3B - Spring Seep Relocation 62 Temp
Sta 44+50 to 44+88 (Wet Ditch) 0 Permanent
Site 4 Sta 52+45 Culvert Extension 10
Site 5 Sta 58+72 Culvert Extension 10
Site 6 Sta 66+31 Culvert Extension 29
Site 7 Sta 110+40 Culvert Replacement 0
Site 8 Sta 121+38 Culvert Replacement 0
Site 9 Sta 122+50 Culvert Extension 20
Average Width Perennial or
Streanm Name** of Stream Intermittent'?
; Before Im act ( leases ecif,
anasce Creek 1 Perennial
UT to Tanasee Creek 4 Perennial
UT to Tanasce Creek 1 Perennial
UT to Tanasee Creek 1 Perennial
UT to Tanasee Creek 1 Perennial
UT to Tanasee Creek 4 Perennial
UT to Tanasce Creek 1 Perennial
UT to Tanasee Creek 3 Perennial
UT to Tanasce Creek 3 Perennial
UT to Tanasee Creek 2 Perennial
List each impact scparatdy and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
* dams (separately list impacts due to both structure and flooding), relocation (include Iincar feet before and after, and net loss/gain).
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, ctc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-S00-358-9616, or online at
www.t?s;s.Qov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wtiti?v tonozone.conr,
www manqucst.com, ctc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 76 linear feet - Permanent
62 linear feet - Temporary
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.

Water Impact
Site Number
(indicate on ma )

N/A

Type of Impact*
Area of
Impact

(acres)
Name of Waterbody

(if applicable) Type Waterbody
, estuary, soy, sound
(lake, pond, ,

bay, ocean, etc.)

?. _ i:. ..:.,.,7 .,.• All --intinn drrrtninv_
* List each impact separately and identity temporary impacts. tmpacis mauuu, UUL arc r-,,,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Impacts cannot be avoided Culverts must be extended in order to gain the necessary width to
improve SR 1760 to current NCDOT secondary road standards. All pipe extensions will be
placed below the existing stream bed gradient to provide aquatic life passage during periods of
low flow.
Page 5 of 8
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/ncwettands/strnigi(Ie.htni1.
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.
All permanent stream impacts will be mitigated through the NCEEP proLrram.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP) with the NCEEP's written agreement. Check the box indicating that you
would like to pay into the NCEEP. Please note that payment into the NCEEP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCEEP is available as an option. For additional information regarding the application
process for the NCEEP, check the NCEEP website at littp://h2o.enr.st,,ite.nc.us/wm"iildex.litni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Page 6 of 8
Amount of stream mitigation requested (linear feet): 76 linear feet
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Nliti?ation
1 3
2 1.5
Total
Page 7 of 8
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater will be diverted through settling basins or brass lined buffers prior to entering
streams. See erosion control plan).
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be generated from the proposed project.
XIII. Violations (DWQ Only)
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
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
J114
Wz
icant/Agent's Signatur Date
nt's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
c?AG',?Soi? Co.
ROAD NAME G?/o?•? . yl?ou,'??"?
S.R. -1'765,-0 -
W.0
zo , 9?/ZX2
,$ , r2, /'7GL /.3 9 ti d ?D ? ??O/ O? y7l?9 N?GNAiJC P
FROM
ADDITION
IMPROVEMENT
TO BE PAVED
P POLES TO BE MOVED
T POLES TO BE MOVED
R ,11W WIDTH
SCALE
??rE ; i1-3-9
NoTL---; q// S• /TEAS • ?/S
??/ sf?e r Tr,
i

5D
I" =50'

I'
5'-
3
Railroad ..::•.•.....
'trol of Access Line.'. • • . • • • • ?-, ??? ?_ _ --• -.
Slope Stalce, Line ...........•..... .
!% Brid?Te. •..'•::•• .... ............. • .
• '• r ----------? 1
Woo8s
....... tt:?l?'t' -v- , ?t?itot? •'O- t
' li Pole
Telepl1o11t oc.'1'ele=rnta
Tower Pole and Line... ...... .., . ?
• - et:NiS'r S ?t?ttot?
over Pole • • • ' •
•. _
;..Laselliet1' Line..:.' ..................
• ? t t t z ?.
Guard Rail ..' ....:..................: • • ..
Sanitarp,Seti,'er-Line• . • . • .. • . • .. , ... ' f---•
a
Water Line..'.* ........ ,' .:............
a 5 -o-
Gas Ling .'.....?. .................. .
1. t?it??t'usr:u EX I STING
ence .................. .
Chair Litil: Fence-*
Woven Wire ?Fencc :.. . ............ • e .
RuC:Icnc.t attot • • ?' _ - x
Reforestatt?ti '•...:..... • ........ .
'Teniporarv Silt Ditch
ToIIIpor,cry -Silt Fe •nc:e .• ............ .
TenlporaI y.Slope Drain ... , .:....:... • . Y
Brush
...........:'. "
Silt Checlc Dana Type A-..','
Silt Checlc Dam 1We•I3 ..'..... • .. ' . . .
Silt Basin 1?-pe'A' ....... ? ..
Typ e B ............ ........ :
S it c Basin
...... .
noel( Si1t Checlc Dam.
E'ai,lli Berm • ...............
Temp,' S lone Ditch Check • • • .•

F13-
-r-
,)jjjjjj-,tj
n1 nn \ M

usE ONLY

if i L.,X'
J. -fVdT 7-dSIC /ILE
?•lI
Al /*
s•//..7' - /
p. A3. 7)

L,?,,'Gr Agi
i E,yc: r'H of ??s rir,?l3 Ey .?.Fc l
a

(5.13.28)
Erosion Control Schedule
• Install erosion control measures according to plans in all outlets and at other
discharge points after clearing but before grubbing
• Clear and clean outfall ditches leaving side slopes at an angle that can be retained by
vegetation. These areas will require stage seeding and mulching.
• Begin grading of roadway ditches. Place erosion control measures along roadway
ditches as grading progresses and conditions allow.
• Seed and mulch all disturbed areas as soon as any phase of grading is completed.
(Note there are 15 working days/30 calendar days to complete seeding and mulching.
A working day is defined as a day exclusive of Saturday or Sunday during which
weather conditions or soil conditions permit land-disturbing activity.)
• Clean out and/or rework all temporary erosion control measures after any significant
rainfall event (or as otherwise needed). These measures should be maintained until a
permanent vegetative cover is established.
Wet Pipe Installation Schedule
• Install erosion control devices.
• Remove material and existing pipe while limiting, as much as possible, material and
sediment from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new grade
should be below the existing streambed. If needed, bedding material will be clean
stone (especially in Trout and HQW waters).
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe. Also complete installation of
erosion control measures and perform maintenance as needed on existing measures.
• Establish permanent vegetation as soon as possible.
Environmentally Sensitive Areas:
This project is located in an "Environmentally Sensitive Area". This designation requires
special procedures to be used for clearing and grubbing, temporary stream crossings, and
grading operations within the area identified on the plans. This also requires special
procedures to be used for seeding and mulching and staged seeding within the project.
Clearing and Grubbing:
In areas identified on the erosion control plans as "Environmentally Sensitive Areas",
clearing operations can be performed, but not grubbing operations until immediately prior
to beginning grading operations as described in Section 200, Article 200-1, in the
Standard Specifications. The "Environmentally Sensitive Area" shall be defined as a 50
foot buffer zone on both sides of the stream (or depression), measured from top of
streambank, (or center of depression). Only clearing operations (not grubbing) shall be
allowed in this buffer zone until immediately prior to beginning grading operations.
Erosion control devices shall be installed immediately following the clearing operation.
Grading:
Once grading operations begin in identified "Environmentally Sensitive Areas", work will
progress in a continuous manner until complete. All construction within these areas must
progress in a continuous manner such that each phase is complete and areas permanently
stabilized prior to beginning of next phase. Failure to complete any phase of construction
in a continuous manner in "Environmentally Sensitive Areas" as specified will be just
cause for the Engineer to direct the suspension of work in accordance with Section 108-7
of the Standard Specifications.
Temporary Stream Crossings:
Any crossing of streams within the limits of this project must be accomplished in
accordance with Section 107-13(b) of the Standard Specifications.
Seeding and Mulching:
Seeding and mulching shall be performed in accordance with Section 1660 of the Standard
Specifications and vegetative cover sufficient to restrain erosion shall be installed
immediately following grade establishment.
Seeding and mulching shall be performed on the areas disturbed by construction
immediately following final grade establishment. No appreciable time shall lapse into the
contract time without stabilization of slopes, ditches and other areas within the
"Environmentally Sensitive Areas" as indicated on the E.C. Plans.
Stage Seeding:
The work covered by this section shall consist of the establishment of a vegetative cover
on cut and fill slopes as grading progresses. Seeding and mulching shall be done in stages
on cut and fill slopes which are greater than 20 feet in height or greater than 2 acres in
area. Each stage shall not exceed the limits stated above.

O
CO
? 5
v
r
P
3
i
I
i
i ?
ac
?I
Iv
I
I
Ir
-1--5 0---,0-
P
aa 0 too
10
i
i
I
18 c"+P `
Ex?s .:vb
P/ZU O SC
J
i 5 0
,?'?ou $ fao

G
/8 cMP
Pirv osej)
I
I
1 ? O
10
5.8- Z J.
?.SLi/fLl (
?Ga G?/P
RdA? ? \
I l8 ?P ?_
-•--5 o-'-
/p ? DD /0 ? 00
• ,G? .w
. I
• 9
S

iB" ctip I
Ex• s ..J6
pe°P se
I
Iv
0
o
i _
? I
II
' I
I.
-50,
?-
/??00 y i5 to0
Cl)

• ..?? Gov ? '- -
'o
i
. 1
.g
i
8
3
Ex?s ??G
O
i
?I
a?
r
7
kcr-
II-+-S

9
20 X00 2,0 Y' 00
CO
i
A .
5
&Xi Iv
I 2? ?p qI
IV ' I A
I II
10 0/
I
• I .
i
1 PROP
I ?I
II
t
1
5 0 a tf-
s
) I
8
. I J
i
o
4
a
z51Loo 2 s V.oo
• d7.5 SOU
1
5 OL-V
I
• I?
o
? P" " 0,
¢p. seD
?l
I
I;
., 5 0'-r .
I

?fp?r/v r
i 9
?-?-- 5 O- 9
Q
.a
I al
0
I l
I
i
I
o '
t
?I
Ex?s ;v?
I
5 0
/8-? Grp I
I P op ?
9
i
. ? C3A,eey C'.9?pbu? 0
O n. o ,aox?-,? •
'2' 'TuL.?IJsCG e c,, NC 4 6 0
• L?
;e /-f
. y
osc L
?•? M s
v
O
3f

?-5S
cl-
18 MP
yi jzap e.D
-•-5 0'--?- .
0 ?O ADO
0

• ?/V • rV V
18• P?

I i
I
I
kcr-
? I
i
/8 ?+P
EX ,'s fa.. U. ,?fSf9v > AZ'7 {4J
Oct
-+-5 0
vl
s ?o0 5?s7Loo
G
OZ
R
I
I
I?
i
f
Csa• ??
o T
U) c
?n
Lo
0

?R
L5 0-?
X00'"- 50 too
So
0
1\1 s. /3 1S4)
--5 0-,.-
Yn??
/IC
O Its

1
I rejs le l ,. S C Z 9G'?Z
' O
? l
I?
?-
50
I
?s 7Lz s
P2o? ?
O
SS?oo ss goo

19,
,?
j?T !o$ BoX3G 5'
I
7a ez-
lay ?. v. T OR
63
0
0
c?v •?v
1
el
. r?op sin
t
M
5
Cam'`
/ z!o Z ? ?F 77?t% .?
0
(i)
? Flo ?-.ss
Ga goo

0
T
5
i
l
?
I
I
014

3o St-3 G1o?f ??? k'o!
cset?, Net
• o •
:moo
•s e D
c,C?cQ ee, NC .
I g
O
??a _ _ < G'v;/off S/ANdA.BO/ ?7.T. ???6??77G
Pro po
I 3?o e 7"0 ae ,eeo/.lced e, /,7 3G 'c?'P
-, - 0' ,, 'Co5 +4 7o
I
I O .
!0 5'` ?' l05 ?`?
-?- 5 O-p-
Exf rnG
P8 ?p
TuG.L ?°6e , /Vo-
1/ ?
. c I
I ?
I
I
-o-I
I
7o Zo
l? 3oso t?o / F mfg! ? 70 ,? QO `70 X00
' '?c?t,?'.gS?'CG? i?C
0

G'eoRGc. S Tc ve•vS
Rte: G S ,G?vk 3s8
7u cNC
?z

11
G.; CIO, ' v,v
?-- 5
I

V
?iyES Q ?,.??/?
T c•Aosc-Cec, ?!G
78 tGs
1 ¢MP N I
---t
•:?G
C-)0197
Cr-
Er
I
i
I?
i _
-•-5
7S,?oa

7.5-too
0
F
5 Q'
II ?
I
I
? two v
r
?,?a B Z
1.07 O Cdirfic 'Ey. rr
i
I
I I
8p eel 8p ,goo

.9D X00 ?, ?? • .-_
C•f?i9 r3. Owc•?
p-
N/.????AliA?i9 r?wE.e ?

7 limo
i?
I?
v
1
MP
Peo _eb
I I
g5?oo B??oo

/3
EX??nG
2cm1t/E.
I ? P,e?p see
1

I-.-S
90 +ad
1p J
0 -3-
-? ' 90 goo
. /00 tov ? - -
9
I I
?g cNrP .
pe-l a?eA
fI
. I
?s ?
Ex?_ ??G
p
,ee ve
I
i
-•-5 0' .
Iv
9s w 9S )4a0
?5
P,,ei vAOk
?c/a,,- I r? l3y b, oT,
ap- a wt?a???F 'S
v
- 1 -I

I
l5 ? l8' c.?p
P,?za osr D
I
I
1150-
le49 LIZ
/.5
• iii ?a?v
?2rdutt 7ypc1A1 7n
a5LFT of S?
0!
IR-

X7,' GB fox 380
Tvc,&AScGeG, -,C
?Qo seD
1
T
t
i
cr-
{
.I
T
I
ItI
1
O r
II
I
t /D,S OU
/UP ?-od
I
id /Cli ?5U > !O h +140
(2)
/ fj. I Y
0
I
Q
I

PG.: D,e. T-D ed ee f?c o?*+cr
oeC'an4.ae-4t*".
X4--5
.oo?MMo s Leos. ivuaa
R G $ 43oxt 390
?uC ZASCGee, NC
/7
Ale-
.o
C•my ve DI aw-
!-r G fsox.?
&c ,•grsCe; Ge-, / vn
t8
Mo 71L
I?
'rv
ESC
10
I?
?S
t \
1 \?
1
? j
5 0,
G? _ ._ spa. //Dt/$> //OfSO
D ?p C _\ I U? QOG? GR?i Ort/S
1104
L x /RCGc? X7- CAF
//0 ADO

izo fav
1201 ,
j
i
TI
a?
a
p,? ???/fit" »!, wz
y ' 9G ?Ci
- Erg
wo/? m?.J i3?,G1 sf C?v,•rt/ I
LI614
?7
i
19
7414:?11-4 Se e 4,
? /?? •x.24
i
i
c?
? -? 5
w PR osC
i 5

CS1
r

OZ/

i w 7C/CJ -a
5??. i2B > izB'lGo
Ne?d?d?y?a.2t ,Q/Cd
1
2i

I-.-S
/,ZSf o0

.I
I
1.
y
ON
a
?DU
12 7
a
l
C
f SU ,
0 -?-
I
,ease C,e.
zi
-..,,.?
5 O-?
? i
?•
i
I
2 , ? ,? ?
O ? ?-yes '??::
? pRo? ,ire
1?' P I
. ?
I
?' ??
?? toD /30 Sao
• T' 7r'1
"llp
. P,?D oSE
l?
z
,s MP I
I gco seD
O
cr-
r
Fl'
I
i8' c r+p
? ovE'
Y
1
i
/8
I a?
f',eoF z?cD
/3$?ao X35 rGYI
' w. o.,*Ld /39
POLE DATA NPN 61-03441
PROJECTS 7?2N.--=s?!_ZGQ COUNTY _ C-Q?L--------------------- Sheet-----------
OWNER OF POLE LINE ----- ------ ------------------------------------------

POLK DIST. FROM CENTER
PRCCENT ROAD DIST. FROM CCNTER
PROJECT DIST. C[MT[R PROJECT
AFTER MOVIMG
REMARKS
OTATION Nuubcn LT. RT. LT. RT. LT. RT.
s ',,,sto

f.fs?1/
/o5t3z
/0 8 /5 ?P

2 P,'.l
Z Pol 19

S
/
/z

""e- / 1, le- -Vo'Z1'Jr
IMe. 25

I

• w.o. G.gGZi39 . .
POLE DATA MPN 61-03447
PROJECT --------?---=---------G--- COUNTY ----------- --- Sheet---------- of
OWNER OF POLE LINE ----------------------------•------------------------------------------------
131IT. rRoM CtNTtR 011T. FROM C[NTtR 11 OIgT. C[NT[R PROJ[CT
PoLt PR[[[NT ROAD PROJCCT ArT[R MovlNC RrMARKO
6TAT1 ON
NUN?tR LT. RT. LT. R7. LT. RT.
/D?_ 71, 51,? 11 P ?nl, r14 A I f3 0 11 1--e 11 1 /,V ' 11 ??s/c_ ?-.?,s fA/ /y ',eZ er. `.
• , A E J A A, CONEY FORK BALD
Jli) BLLp , OGIL p? ELEY, t.063
EVEV.5.726 'Sf {{{???KKe RICILANO BALSAM
• %' '•\ LONE BALD ;0 ELEV. 6.410 r
ELEV.S.D60 ` C,
SNAGGY BALD •'\ •+'/ ^I p'Cf
ELEV. 5.SI9
V •
o.
?? /• BLACK N1N,
A L IA I I_.•^../' ELEV. 6.215 /
•'\ N •C?ak ••?• POUCH SUIT BALD" ?•+? .lya %
n np ELEV, 6.O i0 \ t+ /'
??( ^ 1 TANASEE BALD
o _
ELEV.S.622
ed.o•P ? ./• % 1 1
TAR • u.N Mr.r,wM '\' ' I. %' ` ..o.•.
/:1f /
1,,. YB??o N A T 1 0 N A L? \ 1
1 ROCar y\?
,...• IfM "' C, J KNOB Ere -•1
X
71? Inr \ ? '\ J'1 I
RICH WIN, ?•'\ ....
ELEV, 5.500 '? 1 1 i. T D
I r- Sv
or" 9 Z
! 1 r 1>v Rid9.i I I ) 1\q 1 01 f
Ch
HCRNErNEAoprA j /• / \ PISGAH rn
n.e DOUOLE TOP
.? .Y: a / ...?
LATH.
v Sol.l_k y/^/`\I,
Ch A I e • /BALO ROCK
' f'Oli.a s I ne4 11? / M •
1791 T IMI
i CFC 4R CLIFF M1 ( /' ) I1 1 f`?A -' /• -L
C.d- CA If
/ VIII. 1 % / O T
Cu
?'?• / i • 1)62
_ s?=•? ? ?f ? cK.:, Ire` ?' ? .
lip TINASEE CAP
?[// 1 F•, I/I
llq
E,uE NATIONAL Z
11 C£Da4 CUFF L ME
• / '?\ 1 net
BEM CREEK -
F O R E S T' / 1` \ Z Poll '? _
BELL CONEY YIN. '•\ \ 1? D
ELEV. 4,400 \ "'-
B,0 KNOB •1 / V /• OPENS CAP
ELEV. 4.600 4 I ?.
J:• ?, _,.? .JU / TURKEY /•' 1
FOREST
\ o
v WIN.
1!23 ,` 512 Rlda• ,
[h 1 ?'\r \ BLACK/ROCK YIN. 4 1
ELEV. 4,500 \•\
a a p e`
'? I? Ian / .?f 1? ?(? •??\•/ •1
RFD
LAUREL KN00 CF /
ELEV. 4.500 \
LITTLE HOGBACK u1N. 1
'? • I I V O ?y J
?`-y?;;??? i . • •....: • f IOZI
•', FAR£ FAIRFIELD' • l
r Ilu e•Y' ; O
IIM ', Ilu 11.f ? / a
v' - C
1!? r` ?. /• r. `non SAPPHIRE/
4' v
•? I A 1 O CILEAlf I
0 1?-'••A• \ CMNET TOP YIN. I
N.IM . ELEV. 4.625 % .
?(• whm Y'/ 'C
ro.. An I
Il lic,
I
SITE 1 JACKSON CO.
STA. 3+37 S.R. 1760
BRANCH SIZE 1' W X 1' D , WOLF MTN. ROAD
EXISTING 31' x 18" CMP ?•? ?' F
PROPOSED 35' X 18" CMP ?' ,? ?? N?
SKEW 116' i
EXISTING 18" CMP
PROPOSED
NEW 18" CMP
0' 20' 40' 60'
ljr
I P:1 E; LEE;
:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:
• ?NktL•'•• -:IN •:•BaSE• -:Of•
.:.:.:.:.:.:
;.:.:.:.:.;.:.:.:.: .:.:..:.:.:.:.:.:.;.:.:.;
....:A?
: ..... ; R..T.. .
i
X T?•
'KEW-
:.:.;.:.:.:.:.:.:.;.:.:
:: ?} .?..:
'PROPOSED
• ?1 ?•9• ? :?i?•?••OPE
•? L
:.
PROFf}S 17
E
.:.:.;.;.:.:
: .:.:.:.:.:.:.:.:.:.:.:.:.:..:.:
:ZX
'
:.:.:.:.:.:.;.:.......R....Q..E:.
•?CfSTtE?fG• •?
t.tVERT E
:.:.:.:.:.:.:..... PROPOSD:::NE:W....:.:..:..:...:.:.:.:.:.:.:.:.:.pROpOgE{}.;..;...:.:..:..
.:
::103:85.. ? » •: :• GMP: • PIPE*
.:.:.;.:.:.:.:.:.:.:.::
.....:.:. ;.:. ;.:.:. ;.:..:.:. ;.:.:.:.:.:.:. :
: ;. ;. ?.
f?.
?2.
Q:
Ek11If?J:GtA}? = 1fJ
fl=-j L
f,?RQRQSEa;Gfl£ 1:0:x'
SITE
STA.
BRANCH SIZE
EXISTING
PROPOSED
SKEW
2 JACKSON CO.
11+82 S.R. 1760
4' W X 1' D WOLF MTN. ROAD
45' x 60" CMP
45' X 60" CMP
85'
--?f
/" ? z
? N
8s.
EXISTING 60" CMP
PRcp
?• ? ? mar/

0' 20' 40' 60'
:O
':96
•LE?!::.
_ • S E•
:A#L• •?I?1 •-?BA
'N
P•
?8•• L
0
11'. .88
vyci's
;
•NEW-
9.9
.:
... AI
D ;DBE...
? :PR P
::P..RRP ..QSEQ
;
45 X:- 60---
E3
EV fi/):
•103:$b:•
?•1?04:0 -
i. i• i•
3a..
:f?RQPQS?D' ?G•P.aD?:' :4:.%'::
SITE 3 JACKSON CO.
STA. 43+76 S.R. 1760
BRANCH SIZE 1' W X 1' D WOLF MTN. ROAD
EXISTING 42' x 18" CMP
PROPOSED 45' X 18" CMP
SKEW 129'
PROPOSED
NEW 18" CMP
\
'\ I
\ y?
0' 20' 40' 60'
7:
• l:E?!:: .
:T
Q
N ;GROtt
HtJ?• I
: .:.:.:.:.:...........
;..
.:.:.:.:.:
:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:
-2 ?:• -RT.... -STA. -:4:3-+-96.-
:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.;.:.:
.:.:.:.:.:.:
??I . • NENF,..:..:
PROPOSED
................. ;..:.:.:.:. ;..:.:. ;. :
..
:.. .:.:.:.:.:.:....:.:.:.:.:
•.1'
-EXTEND
Tl E3.c
:...:. . .
IG
.
.f .
PE:
0
SE•0. ..
?ROPa
-:P
?Tl
':v• RT:::
}.;
CM...P1P.
:.PROPOSED.:.?lE1?d.:••? ?;?
..
'P.
'?GM
1/ERT
2 89'
•?9
a.
?P•:.:
:??XISTJi?I:ia?:i;RAb?:•'
.
;1, FVFV
f?f2Qf?CjS1D'
NIt
STA.
BRANCH SIZE
EXISTING
PROPOSED
SKEW
4
52+45
1' W X 1' D
40' x 36" CMP
50' X 36" CMP
129'
"" PRW
? OX&.
OmpRoe
Tc MCE.
JACKSON CO.
S.R. 1760
WOLF MTN. ROAD
PROPOSED
NEW 18" CMP

N
VX1SS V
? ti
I?
20' 40' 60'
:.: .:.:.:.:.:.:.;.:.;.:
.:.:.:.:.:.:.:
.:....:.:.:
:. ;. ;.:.:.:.:.:. ;.:.:. ;.:. ;.:. :
_ :::T.:16:
:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:
3-:-DOGWOUD?:-
..:.:.:.:.;
i.:.:..:.:.;.:..:.:.:.:.:.:.:.:.:
t7:::57'
..: ..................
.:.:.;.:.:.:..:.::
EiK.:
..: .......................................:.:.:
. ;.:.:.:.:.:..:.EXFS.T.:. N
:.:.:.:.:.:.: .:.:.:..:..:.:.:.:.:.:.:.:.:.:.:.:.:.:
;. ;.:.:.:.:.:. ;.:. ;. ;. :
.:.:.:.:.:.:
:.:.:.:.:.:.:.:.:.:.;.:.:.:
.:.:....:.:.:...
l
. Sv::
.
'98
:.:.:.:....: .:.:.:.:.:.:....:....:.:.:
:EX?STI IV G ...:.:. ; .:..:.......:.
. .:.:: .:....:....;.:.;.:.:.:
.:.:..:.:.:.:
. ?. ?/ .
P
P.ROPIJSEO:::
.:E?CEST3t?G':. .
I?kV€F2T: '
cM :piq::: ; .
:..:...:.:.:. PR:O:P..:6rSEDNE!N
.RGP05E{?
..
..... .... .. ..:. .
.... ...... .
:34..
2.
. .. .... .. .. . ......
:.. - ..:.:I
::t S7IN:G : GRAb 1` ' 5 5%
............: ...................... ........,.:.......:.................:...................................:R4RQS.D'GaD::.:.:4 55%''I
SITE 5 JACKSON CO.
STA. 58+72 S.R. 1760
BRANCH SIZE 3' W X 2' D 'yew ??Sr WOLF MTN. ROAD
EXISTING 40' x 54" CMP F
PROPOSED 50' X 54" CMP / i
SKEW 122' ?k
EXISTING 54" CMP /
PROPOSED
NEW 54" CMP
0' 20' 40' 60,
4:.
.:.:.:.:.:.;.;
:.:.:.:. ;.:.:. ;.:. ;. ;.:. :
:•F:BM::• •ELEW• •?..4:?.:
:: h3 tJB:::Itt::GRYD:::
:.
':'NEW
:?p00
p
2 1'
:.:.:.:.:.:.:
.:. ; .:.:.:.:.:.:.:
.:.:.;.:.;.:
.:.:.;.;..:.:.;.;.;
PRQROSE-[3-
I
???tJlZ
X !r
.... ..................................
:.:...:.:.................•.....:.....:. •.:.:...:.:.:.......:50• •:•X.:.5.4..:..:..:..:..:..:. rMP.:. FFRE:..:..:..;..:.::..:..:.:..:..:.:.:..:..:•RROPOSED :..:..:.:..:..
?:INY?RT?: ? ?•P .::fi??l/?f2:r?:
:.:.:.:. ... .:.;.;.:.:.:.:
;. ;.:. ........ °z.
a.
R4PQSQ GI?aD£:: .2:7%::
SITE 6 A?
`
STA. 66+31
BRANCH SIZE 1' W X 1: D "
EXISTING 71 x 18 CMP
PROPOSED SS' X 3b" CMP
SKEW 89' '
1 1 ?
?. PRoPo5ED
uv1C-r 0 BOX
! 89' 1 1 ??
JACKSON CO.
S.R. 1760
WOLF MTN. ROAD
NEW 30 CMP
7660C ?a PROPOSED
ST 0 20 ?jEW R'W
?I
I?
.a3:1
M :?.
:01
BASE'
• NktL"?IN
?• QA
Z?
R7?: ST
::3F:
:.:.:
:.. .:.:.:.:.:.:.:.:.:....:.:.:.:
•:PL1cY •':;:EXST:
..
D D''
?9g:8
POSE
'#0
•2:
.p.
?•XYS?TE?G?' .
CMP-:•PI
:' .. ;4:.
-ri o
c
'INv?fZT:
. j.g .
?6.
C7'
.E?zr
.7•
i
:PROP
SITE 7 NEW DOST
STA. 110+40
BRANCH SIZE 2.5' W X 1.5' D
EXISTING 28' x to 43" CMP i
PROPOSED '. 28' -A c..¢" x 43" r-PAT j
SKEW 86' ??
ExismNc-, J
A4eppwT1LL'
86•
JACKSON CO.
S.R. 1760
WOLF MTN. ROAD
Rirv?vN PlPra
?ppzpot5st>
N ERDYJKaLL ?
zoposET,
GABION Wq?
0p 20' 40' 60
PROP CaV CaST pRW.
EDGE IX£ MCE
n n n
05-
- 89
tv?EL-:
T.$.
Q
U
r`2:O
:N(J B
I0 4'3
.?29
• RT . T
1?EV,Ex1ST
:: N •.
?0.
?t0
G'
IN.
CIS
.E
W.
•?SE.
"?vJ tom.
:P.ROf7OSEQ: RETAI ..... : f:XiSiING:::
• - ii.::: bos:..
1NV1rR :ZS xto? x3;.: jPE
P. TNVE? .
:?CM
• ?9750?
9
5
i i•
'a .
;2
Q: _ spa:
X1 T
SITE 8 JACKSON CO.
STA. 121+38 S.R. 1760
BRANCH SIZE 3' W X 1.5' D WOLF MTN. ROAD
EXISTING 40' x 60" CMP
PROPOSED 40' X 60" CMP /
SKEW 68'
i ? r'-
r
0' 20' 40' 60'
:'U-F_-V-'
.5..
b r- :::
-N-Al L N-:• BASE•
-O .
' (3..:. SPAPII H
t:t
.:.:.:.:.:
:.:.;.:.:.:.:.:.:.:.:.:.:
:. ..:. r? .:..;.:. ; 1 .W.
55.
.:9
.?X# 1
S
}{EA?}WAl ?.
.......... ? ... A.. . .
:.._.......: ; PROPOSED ........: : ; R?pbS t : Nf=.W ....:..: ......:.:.:....:.:....::.: PROPOSED : :
£XISf1G:.: 1N.Vf%R1:.:
:;i11U1`R:t:: 3:5:'- ?4? ?:30."•:::::: ?P"?PIPE •:
:o..
D?
1
?2.
SITE 9 JACKSON CO.
STA. 122+62 S.R. 1760
BRANCH SIZE 2' W X 1' D WOLF MTN. ROAD
EXISTING 20' x 24" CMP
PROPOSED 40' X 24" CMP
SKEW 68'
i
Of 20' 40' 60'
7.
?
•:NA1L':'IN:•BASE':'0
::.
' ?.:. SPAN{ H
A::::122 {k:
25.::F2:?' 9T
.:.
::NE
9
??Pf? ??•P E
O
>t
R4?4.
?.
P
LO E? ??
?S
:• EXFS•Tli*tG• •?
:.PROP05ED .:..:..:..:....:.:........ CMP......:..:.:..:..:..;..QR.... .
1: 95:64
:Q..
.. :.: ....:.:......... ....:.:.:... . .
2.

V

J
'f• r
I :w, f is1 ?? :'.? «+++.:,ra

Ll
s1`• ? s`
,
`?j'1 f ?, ..
?.! ?•!'??.y
} ;'.,,t
r 'S
'd
? ?
?r-?' ?1
'
?
?
?
.
a
? •
..
7

R. 270D -
C-0 14 CO.

U LET.

At"
`? ?i }? a`;?f it t i3 .• ,? f
?•?... _ .1, VJ ;! t * ,? s _ ? ?? ,a.:.Y_ } ? ? .-. ' ?' ta• a 1.
- - ^. • i ?_ ??-? ? r its •• <r.$? •,
t,Ja r rr r fat' r7• i? r " 1. 1
ra..? ;?!`.° . ?9a at :1 ? •' ? l??fr.'af. ? r ?,? ??P,
1r• ?? f? f?? I r -p ? u?" /?, P y rat ?r t i`?? +??i?
f?. q, 1ti , 4 , ? ? J r w t. {, • J f ! y ,. s .. ? ; _ti, J ., . ,
?' S \ ?' ?4 ? •." •' `' ? y P . / yF c 7? ?S.IL. 1760 co
•"- :STA. 3+37 • f
?;-LiOUTLC'r r
?.rv?.alcY:ssr.? .?._•.? H ..?.. P?.1 J?E=? iA ?.1 ??..? ? ?•.?`i 1 slr?.°p?tarri-. i.'?'s?--.?.L?
• SSL 17CO • ! A . t ;
(so:j CO.
TA.11+32 •
ly Lj
JACRSO;l CO.
-7,STA. 11+02
.OUTLU
f. ,ry ? i t,; 1 •i?
s^? •? r .r y? .', A'1 ik, J L " Y ` d r. i': A ,
?'I K 4'y :11 ?
?:I ? 2 k T
tir?•1J •? •?.. +??I" r?..4+: -i? .,,?., _._..:. -•. R`-...:.ar.'L.. l.?s.....`..... s...,.?a..`..
. r .r- r s .a r : R
TIM
_ JL 170-0 ' tee . t
1 C.LII:1 CO. F K
-,STA. 43+76 - UILET r
Y
[ NFU:- p ? ; . t r•,a? `• ? i ,?i
ML 1700 •
i
STA. 43476
c s= >
,,OUTLET wi. "o
X I"
4
4 A x.. . # g t
w s . i Y„ y r r Y'? I? ?
19
'R. ?? J s-9 ? 77fI
14
b
.? .:t t ..s-....?.a..:._w.?.w ? ... ..•-mow.: ?. ? -i' ? ?. ? `? .

w J_ 1?s
'k
d
a

4f
s r?

-
1.}
t? a
(r >a_2s F ? ?y4 f '
1Y f N t?}?. •
M*x I
i? lY •y ? ? ? 1 t ? y ? p1 § t ? • ? ,•ti?
\ ? -?'', ";. y 4.R 1760 7ACk Oil
t ? ` f TA. 51+45 - If f LUT

? I r

.

,., ..
r
I
a tSO
1 '
7 0
I
C
J r
y
` y . _ /'
+
` x
?
a.R.1
0 •
I.,
*
4 °
?
•
i, S
5TA.52+45.0UTL2T

i
.
+« #. r t yr! ?'
r~. ? r

ISSL 1760 - 3=04011

TA. 5"+72 - 1t1LET '

- f
l
?

1760-.
q
;
.
.
AMS0611 Co.
STA. 53+72 -

1
4
? y
y=.

:OUTLET

.rYi..>.: 'r. j...?s.....:...T ,? l LJ. ..,:.. ..?_?. .r r..?.i w.. _i. i,,. ?.._
r
_F
F ..
?.r
{ f
?`17&,U?
-01 co. s
X5+,91-
UTLEF

74-
t b
p ,.
l
-7 1 7
A7

?v
}
Syr

SJL 1700 - JACKSCON
CO.
STA. 110+40 - INLET

44.0
J qtr
`5.1L 17C 2 - lorXI=-A
5TA.121 3 - INN T
n n
F.
Y
p
CUB'
y ?
d
x T
' i
WIN.
4Ss
1 ebi`J 1?+i co,
r.
ion i
7r.';R.1760 •
ST& 122+62
'• OUTM

i' p4. 21 0 2' 98' Off 'S

,

f0
./(•??
?
/
// ?
i
bi(
:
.
'
'
?
?
\
cr-
?
'?.
_
ti _
J I _ ii
r r
,
.::_,.!•' ?
? _ ; ?;?'
?\\ \'. Il` d .
', j >\? ? ?- ?_ ;;.. ?
?j
n.
?C?
.%
?'? ter: • ,r,-? -!'
`
? -
W?1
• '--. ' l ' . - _ __
_i
`?-' ?
t
; - \, , `?_ ?:
1
?
.

T
??
r
\t ?
?
1j
((/?
;
\1•• ',
b ?
`? `\ i o
O I > _
',.
'1
_?-
? ,
t
\
i
?
- fi
? •\? -
: -

-Ilk

,,? ??.?" \\?:,• \. ))fi
; •i/• is
??1
t'\1
? + ?
?
,? '
,?? ?-. ??
- I r ?
\
- 1
I
j
\ _

-
Lr,
cl)
Cr_

r918
-i

3
400 Ile
T6n
ase
G
'
a
LoL_
_
1,
-{;fGGi 1` =_ `te
a.' .% , Z; •' I'
r
tai

o
I
nna
- -

• -
082 ° 59 9
.00" 0 2 8
0. 0 2 '10. 082° 5 '.00"