20060750 Ver 3_Application_20100504

. ~~ ,
. wAr
r
~ a„. ..~.„ --~
Michael F. liasley, Ciovernur
William ri. Koss .1 r., Secretary
North Carolina Department of Environment and Natural Resuurecs
Q ~ s ~ 1 Alan W. Klimek, P.F. Director
Division of N'ater Quality
AugllSt 29, 2006
Polk (.'ounty
llWQ Project No, 060750V2
NCSR 1136 (Skyuka Mountain Road)
APPROVAL oF401 Water Quality Certification with Additional Conditions-Modific~tiou
Mr..l. B. Setzer, P.E.
t)ivision Engineer
N C: Department of Transportation ~ ~~~~M~ n
253 4'4'ebster Roaci V ~"'
Sylva, North Carolina 28779 SEP ~J
1 2006
Dear Mr. Setzer:
tMEi1.ANDSAND ST'ORMWATER BRANCH
You have our approval, in accordance with the attached conditions and those listed below, to impact 25h linear feet in
nineteen (19) unnamed tributaries to Skyuka Creek, 20 linear feet in two (2) unnamed tributaries to Horse Creek and
installation of 110 linear feet of gabion baskets along an unnamed tributary to Skyuka Creek for streambank stabilization
(146 linear feet of new pipe;, l ] 0 linear feet of~ gabion baskets and temporary dewatering), in order to make improvements
to NCSR 1 136 (Skyuka Mountain Road) in Polk County. The project should be constructed in accordance with your
application dated April 20, 2006 (received May 4, 2006) and revised application dated August 23, 2006 (received August
28, 2006), including the envtronmcntal cornmitrnents made in the application letter. After reviewing your application, we
have decided that this fill is covered by General Water Quality ('ertification Nos. 3495, 3x04 and 3366, corresponding to
the i),S. Army ('ores of I~nginecrs Nationwide Permit Numbers 13, 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. 'I'bis Water Quality Certification will expire with the
accompanying X104 Permit issued by the US Army Corps of F,ngineers.
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 ran-itirtg 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. tf total wetland ]ills for this project (new 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 211 .OSOb
(h) (6) and (7). For this approval to be vlllid, you »ttlst follarv the conditions listed in the attached certification crud ait)~
additiotaal conditions listed below.
Erosion and sediment control practices must be in full compliance with all specilications governing the proper design,
installation and operation and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. 'hhe erosion and sediment control measures fi)r the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Cnrolirla Sediment ar~ul Erosion l'oirh•ol
Pkl>ruing and Design tllayuurl.
h. "I'he design, installation, operation,~and nraint~~nance of the sediment and erosion control measures roust he
such that they equal, or exceed, the requirements specified in the most recent version of the North Carnli~ul
,Sedi~ueitt ulad Isrosinrt Control Ma~aual. "fhc 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.
o~~~
N ~ ~thCarolina
,/~lC~11171~~f/
North Carolina Division of V'Vatcr Quality 1090 l LS. highway 70 Swannanoa, NC 28778 Phone (82.8) 3)6-~t500 Customer Suvicc
Interr'iet: www.nLwaferyUallly ofg hAx (>328) 219-70x.3 1-877-623-67d8
An Equal Opportunity/Affinnalive A;;Iion Employer

t
Mr. J. B. Setzer, P.E.
August 29, 2000
Page Two
c. F'or 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 No-7h Carolina Surface Mi~iing Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. 'T'here 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 wiles 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. 'T'he applicant is required tt~ 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 haw to proceed and to determine
whether or not a permit modification wit] be required.
5. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream. aquatic resources. Temporary cover (wheat, millet or similar annual
grain) or permanent herbaceous cover should be planted on all bare soil within fifteen (15) days of ground disturbing
activities to provide long-term erosion. control. Erosion control mating should be used in conjunction with appropriate
seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with staples or
wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian areas.
6. "L'he culverts at Station Nos. 7-f~55, 28-+-50, 49+20, 50-~ 50, 61+40, 67+80, 73+60, 78+20, 85+45, 97 x-80, 99+-40,
105+35, 253+68 and 256-+-73, will remain perched after construction.
7. "There shall be no impacts to the wetland between Station Nos. 82-f-00 and 83-F50. I-Iigh visibility fencing is to he
installed around the wetland to protect it during construction.
8. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
9. All storznwater runoff shall be directed as sheet flow through stream buffers at nonerosive velocities, unless otherwise
approved by this certircation.
10. Native riparian vegetation (e.g. rhododendron, clog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
11. "1'he use of riprap above the Normal I-Iigh Water Mark shall be minimized. Any riprap placed for stream stabilization
shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
12. Ilcavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
15. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
l G. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to sw°face waters is
prohibited.
17. 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 or other diversion structures should be used to prevent excavation in flowing waters.

Mr. J. B. Setzer, Y.E.
August 29, 2006
Page Three
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
certitication.
20. T'he 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 t'ailure to sustain a desilmated 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 certitication.
21. This certitication does not authorize the discharge of waste rock and dirt into the stream or riparian zone except for
permitted areas associated with the culvert installation.
22. During the construction of the project,. no staging of equipment of any kind is permitted in waters of the II.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 X401 Certification has been completed. "['his
form shall be returned to the Transportation Permitting Unit of the NC Division of Water Quality, 2321 ('rabtree
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 1508 of the North Carolina General Statutes to the Ot~ce of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. 'T'his 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, Y.E., Director
Division of Water Quality
Attachment
cc: Mark Davis, Division 14, D1;O
Ed Ingle, Roadside Environmental
David Baker, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, Asheville Regional Office

Staff Report
Project Num: 20060750 Version: 1 Status: Issued
Name: NCDOT SR 1136 Project Type: Pave road
County: Polk Region: Asheville
Location: whiteoak creek, horse creek, Skyuka creek Columbus
Latitude: +35°15'46" Longitude: -82°14'05"
SW Plan Location:
Owner: NC DOT Division 14 -Horse Shoe
Contact Person: Tippett, Lyndo Title: Phone:
Inspection Date: 05/04/2006 Entry TIme:10:20 AM Exit Time: 01:30 PM
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Inspection Type: Staff Report
Phone: [phone]
Question Areas:
Site Visit
Inspection Summary:
DOT is requesting to impact 110 linear feet of new culvert in nine (9) unnamed tributaries to Whiteoak Creek, nine (9) unnamed
tributaries to Horse Creek, three (3) unnamed tributaries of Skyuka Creek and 110 linear feet of streambank stabilization (gabion
baskets) in an unnamed tributary to Horse Creek. Construction will be conducted over a period of two years.
It is recommended that WQ Certification Nos. 3495, 3404 and 3366 be issued.
The 401 Certification was issued on June 12, 2006.
Page: 1

Project Num: 20060750 Owner: NC DOT Division 14 -Horse Shoe
Inspectlon Date: 05/04/2006 Inspection Type: Staff Report Reason for Vlslt: Routine
Site Visit
Do impacts described in the application differ those seen in the field?
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application?
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?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification?
Is this a modification request to an existing Certification?
Are there additional stromwater conditions that should be required due to the following classifications:
Yes No NA NE
^ ^ ^
^ ^ ^ ^
^ ^ ^ ^
^ ^ ^ ^
^ ^ ^ ^
^ ^ ^ Q
^ ^ ^ ^
# 303(d)list, Class WS, NSW, ORW, HQW
Describe: Part of the stream names on original application were wrong. The modification is to correct the strew
Describe:
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

~ ~'~ D
^! `v~ }fir ~`
~~ C ~'
.. s~Nrv ~J
~ yA ~~~ lt~T~~~ ~ os~s~t,~ a ,~~5
~~Cy
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 23, 2006
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
LYNDO TIPPETT
S ECREi'ARY
6(~n~so
Subject: Corrected Nationwide 13 and Nationwide 14 Permit Application
SR 1136, Skyuka Mountain Road
Polk County
State Project # 140.075026 (DWQ Minor Permit Fee $200.00)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
drain and pave SR 1136, Skyuka Mountain Road, in Polk County. This proposal entails
widening and paving the existing gavel road to a standard 18-foot roadway. The work is
necessary to improve safety and reduce maintenance costs. Funds have been allocated for this
project and NCDOT would like to perform this work during the 2006-07 and 2007-08 paving
seasons. Work the first year would be from Sta. 0+00 to 118+00 and the second year from
Sta. 118+00 to 263+00. Skyuka Mountain Road is a secondary gavel road, which conveys
only local traffic.
I am enclosing a PCN, astraight-line diagam with the proposed erosion control and
construction limits along this project. In addition, I am sending a typical section of the road,
drawings for the pipe culvert replacements, a marked county map and USGS quad map.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of aquatic threatened or endangered species for the
unnamed tributaries of Skyuka Creek and Horse Creek. There are no records of threatened or
endangered aquatic species for these watersheds. The unnamed tributaries to Skyuka Creek
and Horse Creek are small (1-3 feet wide) and do not have sufficient flow to support mussels

and are not likely to support fish within the project area. Therefore, the project will have no
effect on threatened or endangered aquatic species.
During preliminary investigations for this project, records for the federally endangered white
irisette (Sysri~zchium dichotoniunt) were found in the North Carolina Natural Heritage
Database. Subsequently, NCDOT staff made a general reconnaissance of Skyuka Mountain
Road in the proximity of the known records and identified several plants. Further
reconnaissance revealed white irisette plants from numerous locations along the road.
Systematic surveys in 2004 and 20051ocated 846 plants on the road or in close proximity to
the road. Due to the potential for unavoidable impacts to the white irisette, NCDOT entered
into formal Section 7 consultation with the U.S. Fish and Wildlife Service. A Biological
Assessment (BA) has been prepared and we believe a Biological Opinion will result in a
determination of "May Effect-May Adversely Effect" for the white irisette.
Due to the unavoidable impacts to the white irisette, a number of measures have been
implemented for this project. The project will be constructed in two parts over atwo-year
period to minimize the spread of invasive species and to reduce the potential for aberrant
construction impacts that may be greater with multiple contractors working on the project.
Preliminary invasive species control has been implemented and a formal plan written. Special
erosion control measures and seeding mixtures are proposed. These measures and
compensatory mitigation for the unavoidable impacts are detailed in the BA that will be
subrnitted separately.
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 sedimentation control
measures during installation to ensure sedimentation is being effectively controlled. If the
planned devices are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
will remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributaries to Skyuka Creek and Horse Creek are small and only one of the
tributaries to Skyuka Creek is shown on the USGS topographic map. However, all of the
streams appear to have perennial flow except for one. The channels are well defined and
composed of bedrock, cobble, sand and gravel. These channels lack vegetation. The U.S.
Army Corps of Engineers determined the streams are jurisdictional. In order to replace these
culverts, it will be necessary to impact waters of the United States in the Broad River Basin.
Specifically, NCDOT is requesting to replace 19 culverts in unnamed tributaries to Skyuka
Creek (DWQ Class B and DWQ Class C) and two culverts in unnamed tributaries of Horse
Creek (DWQ Class WS-III). NCDOT is also requesting authorization to install bank

stabilization devices as shown on the accompanying erosion control plans from Sta. 164+65
to 165+75 along an unnamed tributary of Skyuka Creek. Listed below is a summary of the
proposed impacts.
Site No.
& Station Existing Condition Proposed Condition Net
Impacts
Site 1 -Sta. 7+82 40' x 24" CMP 50' x 30" CMP 10'
Site 2 -Sta. 15+59 22' x 42" CMP 40' x 42" CMP 18'
Site 3 -Sta. 16+60 30' x 18" CMP 40' x 18" CMP 10'
Site 4 -Sta. 21+70 30' x 30" CMP 35' x 30" CMP 5'
Site 5 - Sta. 28+48 30' x 24" CMP 35' x 36" CMP 5'
Site 6 -Sta. 49+12 40' x 24" CMP 40' x 24" CMP 0'
Site 7 -Sta. 50+59 40' x 24" CMP 40' x 24" CMP 0'
Site 8 -Sta. 61+35 35' x 18" CMP 40' x 18" CMP 5'
Site 9 -Sta. 67+85 30' x 18" CMP 40' x 18" CMP 10'
Site 10 -Sta. 69+20 32' x 18" CMP 40' x 24" CMP 8'
Site 11 -Sta. 73+62 30' x 15" CMP 40' x 24" CMP 10'
Site 12 -Sta. 78+13 40' x 18" CMP 50' x 24" CMP 10'
Site 13 -Sta. 85+35 35' x 18" CMP 35' x 18" CMP 0'
Site 14 -Sta. 87+90 35' x 18" CMP 35' x 24" CMP 0'
Site 15 -Sta. 94+69 40' x 18" CMP 40' x 18" CMP 0'
Site 16 -Sta. 97+65 30' x 18" CMP 40' x 18" CMP 10'
Site 17 -Sta. 99+32 25' x 18" CMP 40' x 18" CMP 15'
Site 18 -Sta. 105+56 25' x 36" CMP 35' x 36" CMP 10'
Site 19 - Sta 164+65-165+75 Vertical Bank Gabion Wall 110'
Site 20 - Sta 165+90 20 ` Rock Culvert 20' x 36" CMP 0'
Site 21 -Sta. 253+68 30' x 24" CMP 40' x 24" CMP 10'
Site 22 -Sta. 256+73 30' x 18" RCP 40' x 24" CMP 10'
Total Impact 2561inear 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 asking 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 Lori Jones or Mark
Gibbs at [phone].
Sincerely,
~ ccw,.-
Owen Anderson
Environmental Specialist
Enclosures
cc: Mr. John Hennessy, DWQ, DENR, Raleigh
Ms. Denise Moldenhauer, Biologist, USFWS Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, DENR
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. Ed Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Jeff Moore, P.E., Polk County Maintenance Engineer, NCDOT
Ms. Anne M. Burroughs, Environmental Biologist, PDEA
File

~dd ~~o~
~ r
~-, ~~.
'@ a,: %~'
STATE OF NORTH CAROLINA
' DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August 23, 2006
Mr. David Baker, NCDOT Regulatory Project Manager
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714
Subject: Correction of Stream Names
Nationwide 13 and Nationwide 14 Permit Application
SR 1136, Skyuka Mountain Road, Polk County
Dear Mr. Baker:
o~~
~~~~ r
q ~ ~ ~.
~l~T~ p~ ~~ ti v~
Nos %~ ~'~yf-~; ~0(~
~T~~~~~y~~~R Y 6'
Qq'9N
Cy
LYNDO TIPPETT
SECRETARY
D~a?SU
On August 18, 2006, I discovered an error in our application and cover letter for the Skyuka
Mountain Road project. Stream names are incorrectly recorded in the application and cover letter.
The impacts for this project are in the Skyuka Creek and Horse Creek watersheds as recorded in the
application. However, the original application also states that tributaries in the White Oak Creek
watershed are to be impacted. There are no impacts to tributaries of White Oak Creek. This error
occurred because an incorrect segment of Skyuka Mountain Road in a Geographical Information
System was used for reviewing the application.
The project has not changed. The impact sites were correctly identified and reviewed in the field by
regulatory and resource personnel. The coordinate locations and map showing the limits of the
project are correct in the original application.
I have enclosed a corrected cover letter and PCN for your files and copied the other original
recipients. The other materials submitted with the application are unchanged.
I regret any inconvenience this error may cause. If you have any questions or need additional
information, please contact me at [phone].
Sincerely,
~cu,.~
Owen Anderson
Environmental Specialist
Enclosures

cc: Mr. John Hennessy, DWQ, DENR, Raleigh
Ms. Denise Moldenhauer, Biologist, USFWS Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, DENR
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. Ed Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Jeff Moore, P.E., Polk County Maintenance Engineer, NCDOT
Ms. Anne M. Burroughs, Environmental Biologist, PDEA
File

Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No. ~~f~a`l ~~ _
(if any particular item is not annlicahle to this nroiect. please enter "Not Annlicable" or "N/A".l
I. Proccssinb
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 13 / 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 (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management. Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd.
Horse Shoe. NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address:
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: Mark T. Gibbs, P.E.
Company Affiliation: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd.
Horse Shoe, NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: m~ib~dot state ne us
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1136 Skyuka Mountain Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Polk Nearest Town: Columbus
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of I-26 and
NC 108 take NC 108 west for 0 50 miles to SR 1137. Turn left on SR 1137 and ~o approx.
2 15 miles to SR 1136 Turn right on SR 1136 and go approx. 0.20 miles to the end of
pavement The project area continues north on SR 1136 for 26 330 feet to the end of
pavement on the other end
5. Site coordinates, if available (UTM or Lat/Long):
Site Coordinates Site Coordinates
Site 1 35.20583° N ; 82.23111° W Site 12 35.26222° N ; 82.23611° W
Site 2 35.25778° N ; 82.23167° W Site 13 35.26361° N ; 82.23583° W
Site 3 35.25883° N ; 82.23167° W Site 14 35.26389° N ; 82.23556° W
Site 4 35.25889° N ; 82.23028° W Site 15 35.26583° N ; 82.23389° W
Site 5 35.25889° N ; 82.23056° W Site 16 35.26583° N ; 82.23361° W
Site 6 35.25917° N ; 82.23056° W Site 17 35.27861° N ; 82.22361° W
Site 7 35.26250° N ; 82.23250° W Site 18 35.26694° N ; 82.23194° W
Site 8 35.15480° N ; 82.13580° W Site 19 35.27058°N :82.22885° W
Site 9 35.26333° N ; 82.23472° W Site 20 35.27067°N ; 82.22897° W
Site 10 35.26306° N ; 82.23472° W Site 21 35.27611° N ; 82.21917° W
Site 11 35.26278° N ; 82.23472° W Site 22 35.27556° N ; 82.21917° W
Page 2 of 9

6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake): Skyuka Creek (DWQ Class B and
DWQ Class C) and Horse Creek (DWQ Class WS-III)
8. River Basin: Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: ~ Rural /Residential
10. Describe the overall project in detail, including the type of equipment to be used:
The existing deterioratin~~pes will be excavated and replaced. Crosspipes will be
replaced/extended to accommodate standard shoulder widths for safety. From Sta. 164+65 -
165+75 on the right side ~abion baskets will be used for bank stabilization. The road will be
widened and paved. A backhoe loader dump truck and standard hand tools will be used to
complete this work.
1 1. Explain the purpose of the proposed work: To widen, grade, drain and pave an existing-
substandard road to meet current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Page 3 of 9

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: In order to construct the project in
accordance with our current secondary road standards, it will be necessary to impact waters
of the United States in the Broad River Basin. Specifically, NCDOT is requestine~to
extend/replace 19 culverts in unnamed tributaries to Skyuka Creek and two culverts in
unnamed tributaries to Horse Creek . Additionally, we are requesting to
install ~abion baskets along he bank of an unnamed tributary to Skyuka Creek. Impacts are
listed in the table below.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, eta 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
(FIRI\1), orFEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Ccntcr at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 4 of 9

3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Si[e
Number
& Sta No.
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Pcrcnnial or
Intermittent?
(please specify)
Site 1 Sta. 7+55 Culvert Replacement w/HW ] 0' UT to Skyuka Creek 1' Pcrcnnial
Site 2 Sta. 15+60 CMPA Replacement w/HW 18' UT to Skyuka Creek 3' Pcrcnnial
Site 3 Sta. 16+70 Culvert Replacement 10' UT to Skyuka Creek 2' Pcrcnnial
Site 4 Sta. 21+65 CMPA Replacement w/HW 5' UT to Skyuka Creek 3' Pcrcnnial
Site 5 Sta. 28+50 Culvert Replacement w/HW 5' UT to Skyuka Creek 1' Perennial
Site 6 Sta. 49+20 Culvert Rcplaccment w/HW 0' UT to Skyuka Crcck 1' Pcrcnnial
Site 7 Sta. 50+50 Culvert Rcplaccment w/HW 0' UT to Skyuka Crcck 1' Perennial
Site 8 Sta. 61+40 Culvert Rcplaccment 5' UT to Skyuka Crcck 1' Intermittent
Site 9 Sta. 67+80 Culvert Replacement w/HW 10' UT to Skyuka Creek 1' Pcrcnnial
Site ]0 Sta. 69+30 Culvert Rcplaccment w/HW 8' UT to Skyuka Crcck 1' Perennial
Site 11 Sta. 73+60 Culvert Rcplaccment w/HW 10' UT to Skyuka Crcck 1' Perennial
Site 12 Sta. 78+20 Culvert Replacement w/HW 10' UT to Skyuka Crcck 2' Pcrcnnial
Site 13 Sta. 85+45 Culvert Rcplaccment w/HW 0' UT to Skyuka Crcck l' Pcrcnnial
Site 14 Sta. 87+85 Culvert Rcplaccment 0' UT to Skyuka Crcck 1' Pcrcnnial
Site 15 Sta. 94+70 Culvert Rcplaccment w/HW 0' UT to Skyuka Crcck 1' Pcrcnnial
Site 16 Sta. 97+80 Culvert Rcplaccment w/HW 10' UT to Skyuka Creek 1' Pcrcnnial
Site 17 Sta. 99+40 Culvert Rcplaccment w/HW 15' UT to Skyuka Crcck 1' Pcrcnnial
Site 18 Sta. 105+35 Culvert Rcplaccment w/HW 10' UT to Skyuka Crcck 2' Pcrcnnial
Site 19 Sta. 164+65-
165+75 Gabbion Wall 110' UT to Skyuka Crcck 2' Pcrcnnial
Site 20 Sta. 165+90 Culvert Replacement 0' UT to Skyuka Creek 2' Pcrcnnial
Site 21 Sta. 253+60 Culvert Replacement 10' UT to Horse Crcck 1' Perennial
Site 22 Sta. 256+00 Culvert Rcplaccment 10' UT to Horse Crcck 2' Pcrcnnial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and
associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before
and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation,
ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the
original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the
nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616,
or online at www.usas.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g.,
www.to~zone.com, www.manquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 256 Linear Feet
Page 5 of 9

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Water will be diverted during the installation of the pies _t_o minimize sedimentation. The
~t~es will be placed below the stream bottom to minimize fragmentation of aquatic habitat.
Headwalls will be used on most of the pipes and the standard widths have been reduced in some
areas to minimize the footprint of the road.
Page 6 of 9

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 maybe appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strn~~ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http://www.nceep.net. If use of the NCEEP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 7 of 9

VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federaUstate) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter. ,
Yes ^ No ^
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map ~ all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify N/A )?
Yes ^ No ®If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
*
Zone Impact

s uare feet
Multiplier Required
Miti ation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Gone 1. extends an
additiona120 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
Page 8 of 9

X. Stormwater (required by DWQ)
Describe impervious acreage (bothosed t in orde P to prof to surfa ~ea waters and wetlands
Discuss stormwater controls prop
downstream from the property.
N/A
XI. .Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this anafter-the-fact permit application?
Yes ^ No
XIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
23 A4G 2oo.G
Applicant/Agent's Signature llate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

~.~~n
~° r yo'~~
~.
~ _~
~~.
STATE OF NORTH CAROLINA
o~
~~ n,,
~qy ~(/
os~o h~rF a~~~
STAR ~ q Rry
e~
c
DEPARTMENT OF TRANSPORTATION "
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 20, 2006
r~
ARE
'~~` ~-~
Ms. Angie Pennock, NCDOT Regulatory Project Manager ~ ~.~ ~,
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
~ ~-~ Asheville, NC 28801-2714
Subject: Nationwide 13 and Nationwide 14 Permit Application
SR 1136, Skyuka Mountain Road
Polk County
~'~ State Project # 140.075026 (DWQ Minor Permit Fee $?66:60)
~7.~
Dear Ms. Pennock:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade,
drain and pave SR 1136, Skyuka Mountain Road, in Polk County. This proposal entails
widening and paving the existing gravel road to a standard 18-foot roadway. The work is
necessary to improve safety and reduce maintenance costs. Funds have been allocated for this
project and NCDOT would like to perform this work during the 2006-07 and 2007-08 paving
seasons. Work the first year would be from Sta. 0+00 to l 18+00 and the second year from
Sta. 118+00 to 263+00. Skyuka Mountain Road is a secondary gravel road, which conveys
only local traffic.
I am enclosing a PCN, astraight-line diagram with the proposed erosion control and
construction limits along this project. In addition, I am sending a typical section of the road,
drawings for the pipe culvert replacements, a marked county map and USGS quad map.
The North Carolina Natural Heritage Database vas checked for records of threatened and
endangered species. There are no records of aquatic threatened or endangered species for the
unnamed tributaries of Skyuka Creek, Horse Creek and White Oak Creek. There are no
records of threatened or endangered aquatic species for these watersheds. The unnamed
tributaries to Skyuka Creek, Horse Creek and White Oak Creek are small (1-3 feet wide) and
do not have sufficient flow to support mussels and are not likely to support fish within the

project area. Therefore, the project will have no effect on threatened or endangered aquatic
species.
During preliminary investigations for this project, records for the federally endangered white
irisette (Sysrinchium dichotomum) were found in the North Carolina Natural Heritage
Database. Subsequently, NCDOT staff made a general reconnaissance of Skyuka Mountain
Road in the proximity of the known records and identified several plants. Further
reconnaissance revealed white irisette plants from numerous locations along the road.
Systematic surveys in 2004 and 20051ocated 846 plants on the road or in close proximity to
the road. Due to the potential for unavoidable impacts to the white irisette, NCDOT entered
into formal section 7 consultation with the U.S. Fish and Wildlife Service. A Biological
Assessment (BA) has been prepared and we believe a Biological Opinion will result in a
determination of "May Effect-May Adversely Effect" for the white irisette.
Due to the unavoidable impacts to the white irisette, a number of measures have been
implemented for this project. The project will be constructed in two parts over atwo-year
period to minimize the spread of invasive species and to reduce the potential for aberrant
construction impacts that may be greater with multiple contractors working on the project.
Preliminary invasive species control has been implemented and a formal plan written. Special
erosion control measures and seeding mixtures are proposed. These measures and
compensatory mitigation for the unavoidable impacts are detailed in the BA that will be
submitted separately.
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 sedimentation control
measures during installation to ensure sedimentation is being effectively controlled. If the
planned devices are not functioning as intended, they will be replaced immediately with better
devices. The sedimentation control devices will be in place prior to pipe culvert removal and
will remain in place until the new pipe is in place.
Impacts to Waters of the United States
The unnamed tributaries to Whiteoak Creek, Skyuka Creek and Horse Creek are not shown on
USGS topol,~raphic maps. However, all of the streams appear to have perennial flow except
for one. The channels are well defined and composed of bedrock, cobble, sand and gravel.
These channels lack vegetation. The U.S. Army Corps of Engineers determined the streams
are jurisdictional. In order to replace these culverts, it will be necessary to impact waters of
the United States in the Broad River Basin. Specifically, NCDOT is requesting to replace 21
culverts in unnamed tributaries to Whiteoak Creek (DWQ Class C), Skyuka Creek (DWQ
Class B and DWQ Class C) and Horse Creek (DWQ Class WS-III). NCDOT is also
requesting authorization to install bank stabilization devices as shown on the accompanying

erosion control plans from Sta. 164+65 to 165+75. Listed below is a summary of the
proposed impacts.
Site No.
& Station Existing Condition Proposed Condition Net
Impacts
Site 1 -Sta. 7+82 40' x 24" CMP 50' x 30" CMP 10'
Site 2 -Sta. 15+59 22' x 42" CMP 40' x 42" CMP 18'
Site 3 -Sta. 16+60 30' x 18" CMP 40' x 18" CMP 10'
Site 4 -Sta. 21+70 30' x 30" CMP 35' x 30" CMP 5'
Site 5 -Sta. 28+48 30' x 24" CMP 35' x 36" CMP 5'
Site 6 -Sta. 49+12 40' x 24" CMP 40' x 24" CMP 0'
Site 7 -Sta. 50+59 40' x 24" CMP 40' x 24" CMP 0'
Site 8 - Sta. 61+35 35' x 18" CMP 40' x 18" CMP 5'
Site 9 -Sta. 67+85 30' x 18" CMP 40' x 18" CMP 10'
Site 10 -Sta. 69+20 32' x 18" CMP 40' x 24" CMP 8'
Site 11 -Sta. 73+62 30' x 15" CMP 40' x 24" CMP 10'
Site 12 -Sta. 78+13 40' x 18" CMP 50' x 24" CMP 10'
Site 13 -Sta. 85+35 35' x 18" CMP 35' x 18" CMP 0'
Site 14 -Sta. 87+90 35' x 18" CMP 35' x 24" CMP 0'
Site 15 -Sta. 94+69 40' x 18" CMP 40' x 18" CMP 0'
Site 16 -Sta. 97+6~ 30' x 18" CMP 40' x 18" CMP 10'
Site 17 -Sta. 99+32 25' x 18" CMP 40' x 18" CMP 15'
Site 18 -Sta. 105+56 25' x 36" CMP 35' x 36" CMP 10'
Site 19 - Sta 164+65-165+75 Vertical Bank Gabion Wall 110'
Site 20 - Sta 165+90 20 ` Rock Culvert 20' x 36" CMP 0'
Site 21 -Sta. 253+68 30' x 24" CMP 40' x 24" CMP 10'
Site 22 -Sta. 256+73 30' x 18" RCP 40' x 24" CMP 10'
Total Impact 2561inear 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 concernint; 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 asking 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 Lori Jones or me at
[phone].
Sincerely,
%?~~ ~.
Mark Gibbs, P.E.
District Engineer
Enclosures
u~ ~E
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (7 copies)
Ms. Denise Moldenhauer, Biologist, USFWS Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. Mike Parker, DWQ, DENR
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer
Mr. Ed Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Mr. Jeff Moore, P.E., Polk County Maintenance Engineer, NCDOT
Ms. Anne M. Burroughs, Environmental Biologist, PDEA
File

,..
'~.~ ~~
f
~~~ W ATF~Q
~O G
~ ~ r
o --c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
SR 1136 - Skyuka IViountain Road
Polk County
t~Ot ~,yORiN C,'4 /
O
tF
h
O 2
O
v
NCDOT Division 14

Office Use Only' Form Version May 2002
2 0 0 60 7 5 0
USACE Action ID No. DWQ No.
1T/All \
(If any particular item is not applteanie [o uus pro~ec~, please ciiicr r~~~ r~~Y,i~~~ic ~~ A•/~ .,
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 13 / 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 (verify availability with NCEEP prior to submittal of PCN),
complete section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address:
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: Mark T. Gibbs P.E.
Company Affiliation: North Carolina Department of Transportation
Mailing Address: 4142 Haywood Rd
Horse Shoe NC 28742
Telephone Number: 828-891-7911 Fax Number: 828-891-5026
E-mail Address: m~ibbs~dot state nc us
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1136 Skyuka Mountain Road
2. T.I.P. Project Number or State Project Number (NCDOT Only):_14C.075026
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Polk Nearest Town: Columbus
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From the intersection of I-26 and
NC 108 take NC 108 west for 0 50 miles to SR 1137. Turn left on SR 11137 and ~o annrox.
2 15 miles to SR 1136 Turn right on SR 1136 and go aapprox. 0.20 miles to the end of
pavement The project area continues north on SR 1136 for 26 330 feet to the end o_f
pavement on the other end
5. Site coordinates, if available (UTM or Lat/Long):
Site Coordinates Site Coordinates
Site 1 35.20583° N ; 82.23111° W Site 12 35.26222° N ; 82.23611° W
Site 2 35.25778° N ; 82.23167° W Site 13 35.26361° N ; 82.23583° W
Site 3 35.25883° N ; 82.23167° W Site 14 35.26389° N ; 82.23556° W
Site 4 35.25889° N ; 82.23028° W Site 15 35.26583° N ; 82.23389° W
Site 5 35.25889° N ; 82.23056° W Site 16 35.26583° N ; 82.23361° W
Site 6 35.25917° N ; 82.23056° W Site 17 35.27861° N ; 82.22361° W
Site 7 35.26250° N ; 82.23250° W Site 18 35.26694° N ; 82.23194° W
Site 8 35.15480° N ; 82.13580° W Site 19 35.27058° N :82.22885° W
Site 9 35.26333° N ; 82.23472° W Site 20 35.27067° N ; 82.22897° W
Site 10 35.26306° N ; 82.23472° W Site 21 35.27611° N ; 82.21917° W
Site 11 35.26278° N ; 82.23472° W Site 22 35.27556° N ; 82.21917° W
Page 2 of 9

6. Property size (acres): N/A
7. Nearest body of water (stream/river/sound/ocean/lake): Whiteoak Creek (DWQ Class C),
Horse Creek (DWQ Class WS-III) and Skyuka Creek (DWQ Class B and DWQ Class C)
8. River Basin: Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural /Residential
10. Describe the overall project in detail, including the type of equipment to be used:
The existing deteriorating pipes will be excavated and replaced. Crosspipes will be
replaced/extended to accommodate standard shoulder widths for safety. From Sta. 164+65 -
165+75 on the rieht side, gabion baskets will be used for bank stabilization. The road will be
widened and paved. A backhoe, loader, dump truck and standard hand tools will be used to
complete this work.
11. Explain the purpose of the proposed work: To widen, grade, drain and pave an existing
substandard road to meet current NCDOT secondary road standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Page 3 of 9

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: In order to construct the project in
accordance with our current secondary road standards, it will be necessary to impact waters
of the United States in the Broad River Basin. Specifically NCDOT is requesting to
extend/replace nine culverts in unnamed tributaries to Whiteoak Creek, nine culverts in
unnamed tributaries to Horse,Creek and three culverts in unnamed tributaries to Skyuka
Creek (Class B & C). Additionally we are requesting to install ~abion baskets along
the bank of an unnamed tributary to Horse Creek. Impacts are listed in table below.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains arc identified through the Federal Emergency Management Agency's (FEMA) Flood [nsurance Rate Maps
(FIRM), orFEMA-approved local tloodplain maps. Maps arc available through the FEMA Map Service Center at 1-800-358-9616, or
online at kitty://www.fcma.~~.
*** List a wetland type that best describes wetland to be impacted (c.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina 13ay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
Page 4 of 9

3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Site
Number
Sta No.
Type of Impact' Length of
Impact
(linear feet)
Stream Name'• Average Width
of Stream
E3efore Impact Pcrennial or
Intermittent?
(please specify)
Site 1 Sta. 7+55 Culvert Replacement w/HW 10' UT to Whitcoak Creek I' Pcrennial
Site 2 Sta. 15+60 CMPA Replacement w/HW 18' UT to Whitcoak Creek 3' Perennial
Site 3 Sta. 16+70 Culvert Replacement 10' UT to Whitcoak Creek 2' Perennial
Site 4 Sta. 21+65 CMPA Replacement w/HW S UT to Whitcoak Creek 3' Perennial
Site 5 Sta. 23+50 Culvert Rcplaccmcnt w/HW 5' UT to Horse Creek 1' Pcrennial
Site 6 Sta. 49+20 Culvert Rcplaccmcnt w/HW 0' UT to Whitcoak Creek 1' Perennial
Site 7 Sta. 50+50 Culvert Rcplaccmcnt w/HW 0' UT to Whitcoak Creek 1' Perennial
Site 8 Sta. 61+40 Culvert Rcplaccmcnt 5' UT to Whitcoak Creek 1' Intermittent
Site 9 Sta. G7+80 Culvert Replacement w/HW 10' UT to Whitcoak Creek 1' Pcrennial
Site 10 Sta. 69+30 Culvert Rcplaccmcnt w/HW 8' UT to Horse Creek 1' Perennial
Site I I Sta. 73+60 Culvert Replacement w/HW 10' UT to Horse Creek 1' Pcrennial
Site 12 Sta. 78+20 Culvert Replacement w/HW 10' UT to Whitcoak Creek 2' Pcrennial
Site 13 Sta. 85+45 Culvert Replacement w/HW 0' UT to Horse Creek 1' Perennial
Site 14 Sta. 87+85 Culvert Rcplaccmcnt 0' UT to Horse Creek 1' Pcrennial
Site l5 Sta. 94+70 Culvert Replacement w/HIV 0' UT to Horse Creek 1' Pcrennial
Site 16 Sta. 97+80 Culvert Replacement w/HW 10' UT to Horse Creek I' Pcrennial
Site 17 Sta. 99+40 Culvert Replacement w/HW IS' UT to Horse Creek 1' Pcrennial
Site 18 Sta. 105+35 Culvert Replacement w/HW 10' UT to Skyuka Creek 2' Perennial
Site 19 Sta. 164+65-
165+75 Gabbion Wall 110' UT to Horse Creek 2 Perennial
Site 20 Sta. 165+90 Culvert Rcplaccmcnt 0' UT to Horse Creek 2' Pcrennial
Site 2l Sta. 253+60 Culvert Rcplaccmcnt 10' UT to Skyuka Creek 1' Perennial
Site 22 Sta. 256+00 Culvert Replacement 10' UT to Skyuka Creek 2' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and
associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before
and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation,
ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the
original and relocated streams must be included.
** Stream names can be found on USGS topograp}tic maps. If a stream has no name, list as UT (unnamed tributary) to the
nearest downstream named stream into which it flows. USGS maps arc available though the USGS at 1-800-358-9616,
or online at www.usts.kov. Several Internet sites also allow direct dowmload and printing of USGS maps (e.g.,
w•ww.tonozone.com, www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 256 Linear Feet
Page 5 of 9

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/ctnbankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Water will be diverted durine the installation of the nines to minimize sedimentation. The
pipes will be placed below the stream bottom to minimize fra~tnentation of aquatic habitat.
Headwalls will be used on most of the pipes and the standard widths have been reduced in some
areas to minimize the footprint of the road. _
Page 6 of 9

1\~Iitibation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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 to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCEEP, check the NCEEP website at http://www.nceep.net. If use of the NCEEP is
proposed, please check the appropriate box on page three and provide the following
information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 7 of 9

VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ^ No ^
IX. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
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 N/A )?
Yes ^ No ®If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 3
2 I.5
Total
* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from die edge of Zone I .
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
Page 8 of 9

X. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
XI. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
XIII. Ot}~er Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Applicant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

Site # 1 Sta. 7+82 Coordinates 35.20583 N / 82.23111 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1 ---------- ------------ ------------ --------- 2
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
990.8 40', 24" CMP 987.3
with 50', 30" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 993.2
2 983.7
See plans for erosion control `Drawing not to scale
Site # 2 Sta. 15+59 Coordinates 35.25778 N 182.23167 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1 --------- ------------- ------------ --------- 2
Inlet Invert Elev. Replace Existing 22', 42" CMP Oulet Invert Elev.
995.7 with headwalls by installing 992.3
40', 42" CMP w/ headwalls
Thalwegs Approximately 20' from s houlder of existing road
1 996.6
2 991.8
See plans for erosion control * Drawing not to scale

Sito # 3 Sta. 16+60 Coordinates 35.25833 N / 82.23167 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
----------
------------ ------------ 2
--------- -
Inlet Invert Elev. Replace Existing 30', 18" CMP Oulet Invert Elev.
993.3 with 40', 18"CMP 991.1
Thalwegs Approximately 20' from shoulder of existing road
1 994.7
2 990.2
See plans for erosion control 'Drawing not to scale
Site # 4 Sta. 21+70 Coordinates 35.25889 N / 82.23028 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1 2
-
© ---------- ------------ ------------ --------
Inlet Invert Elev. Replace Existing 30', 30" CMP Oulet Invert Elev.
995.1 with 35', 30" CMP wl headwalls 994.4
Thalwegs Approximately 20' from shoulder of existing road
1 995.6
2 993.2
See plans for erosion control 'Drawing not to scale

SitQ # 5 Sta. 28+48 Coordinates 35.25889 N / 82.23056 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2 1
--
v ---------- ------------ ------------ -------
Owlet Invert Elev. Replace Existing Perched Inlet Invert Elev.
998.5 30', 24" CMP 1000.4
with 35', 36" CMP w/ headwalls
Thalwegs Approximately 20' from sh oulder of existing road
1 1002.9
2 997.0
See plans for erosion control 'Drawing not to scale
Site # 6 Sta. 49+12 Coordinates 35.25917 N / 82.23056 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1 2
---------- ------------ ------------ --------- v
Inlet Invert Elev. Replace Existing Perched Owlet Invert Elev.
987.7 40', 24" CMP 981.0
with 40', 24" CMP w/headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 990.3
2 974.8
See plans for erosion control "Drawing not to scale

Site # 7 Sta. 50+59 Coordinates 35.26250 N / 82.23250 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
----------
------------ ------------ 2
--------- -
Inlet Elev. Replace Existing Perched Oulet Elev.
988.8 40', 24" CMP 981.6
with 40', 24" CMP and headwalls
Thalwegs Approximately 20' from sh oulder of existing road
1 990.9
2 972.1
See plans for erosion control * Drawing not to scale
Site # 8 Sta. 61+35 Coordinates 35.15480 N / 82.13580 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2 1
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
990.4 35', 18" CMP 993.6
with 40', 18" CMP
Thalwegs Approximately 20' from sh oulder of existing road
1 1003.5
2 975.4
See plans for erosion control 'Drawing not to scale

Sito # 9 Sta. 67+85 Coordinates 35.26333 N 182.23472 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
996.6 30', 18" CMP 1001.6
with 40', 18" CMP and headwalls
Thalwegs Approximately 20' from sh oulder of existing road
1 1000.6
2 993.7
See plans for erosion control `Drawing not to scale
Site # 10 Sta. 69+20 Coordinates 35.26306 N 182.23472 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing 32', 18" CMP Inlet Invert Elev.
984.8 with 40', 24" CMP and headwalls 987.5
Thalwegs Approximately 20' from sh oulder of existing road
1 989.6
2 983.3
See plans for erosion control * Drawing not to scale

SitQ # 11 Sta. 73+62 Coordinates 35.26278 N / 82.23472 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
988.9 30', 15" CMP 989.2
with 40', 24" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 989.2
2 982.7
See plans for erosion control * Drawing not to scale
Site # 12 Sta. 78+13 Coordinates 35.26222 N / 82.23611 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
----------
------------ ------------ 2
--------- -
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
980.1 40', 18" CMP 976.5
with 50', 24" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 982.6
2 970.4
See plans for erosion control "Drawing not to scale

SitQ # 13 Sta. 85+35 Coordinates 35.26361 N / 82.23583 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
v ---------- ------------ ------------ --------- 2
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
974.3 35', 18" CMP 972.1
with 35', 18" CMP and headwalls
Thalwegs Approximately 20' from sh oulder of existing road
1 976.6
2 969.2
See plans for erosion control * Drawing not to scale
Site # 14 Sta. 87+90 Coordinates 35.26389 N / 82.23556 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
-- ----------
------------ ------------- 2
-------- -
Inlet Invert Elev. Replace Existing 35', 18" CMP Oulet Invert Elev.
995.8 with 35', 24" CMP 990.8
Thalwegs Approximately 20' from shoulder of existing road
1 996.3
2 990.2
See plans for erosion control 'Drawing not to scale

Site # 15 Sta. 94+69 Coordinates 35.26583 N / 82.23369 W
SR 1136
Skyuka Mountain Road .
Polk County
Existing & Prop. Center Line
1
- ----------
------------ ------------ 2
--------- -
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
996.2 40', 18" CMP 990.5
with 40', 18" CMP and headwalls
Thalwegs Approximately 20' from sh oulder of existing road
1 996.6
2 982.2
See plans for erosion control * Drawing not to scale
Site # 16 Sta. 97+65 Coordinates 35.26583 N / 82.23361 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1 2
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
990.1 30', 18"CMP 987.9
with 40', 18" CMP
Thalwegs Approximately 20' from sh oulder of existing road
1 990.8
2 982.4
See plans for erosion control * Drawing not to scale

Site # 17 Sta. 99+32 Coordinates 35.27861 N / 82.22361 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
----------
------------ ------------ 2
--------- -
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
995.2 25', 18" CMP 984.5
with 40', 18" CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 996.7
2 980.8
See plans for erosion control * Drawing not to scale
Site # 18 Sta. 105+56 Coordinates 35.26694 N / 82.23194 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
1
----------
------------ ------------ 2
--------- -
Inlet Invert Elev. Replace Existing Perched Oulet Invert Elev.
995.4 25', 36" CMP 991.1
with 35', 36"CMP and headwalls
Thalwegs Approximately 20' from shoulder of existing road
1 waterfall
2 985.2
See plans for erosion control * Drawing not to scale

Site # 21 Sta. 253+68 Coordinates 35.27611 N / 82.21917 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
988.8 30', 24"CMP ggg,g
with 40', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 990.6
2 987.6
See plans for erosion control 'Drawing not to scale
Site # 22 Sta. 256+73 Coordinates 35.27556 N / 82.21917 W
SR 1136
Skyuka Mountain Road
Polk County
Existing & Prop. Center Line
2
----------
------------ ------------ 1
--------- -
Oulet Invert Elev. Replace Existing Perched Inlet Invert Elev.
995.2 30', 18" RCP 996.8
with 40', 24" CMP
Thalwegs Approximately 20' from shoulder of existing road
1 996.6
2 990.4
See plans for erosion control "Drawing not to scale

Site # 1
Site # 2
Inlet
Site # 3
Inlet
Polk County
SR 1136 - Skyuka Mountain Road

Outlet ~ [ ~ ~ ! ~

Polk County
SR 1136 - Skyuka Mountain Road
Site # 4
Inlet
Site # 5
Inlet
Inlet

Polk County
SR 1136 - Skyuka Mountain Road
Site # 7
Inlet
Site # 8
Inlet
Site # 9
Inlet
Outlet
i

Inlet
Inlet
Polk County
SR 1136 - Skyuka Mountain Road
Outlet
Inlet Outlet

Polk County
SR 1136 - Skyuka Mountain Road
Inlet
Site # 15
Inlet

Site # 16
Inlet
Inlet
Site # 18
Inlet
Polk County
SR 1136 - Skyuka ~
Uutlet

Site # 19
Inlet
Inlet
Polk County
SR 1136 - Skyuka Mountain Road
Outlet

!! }}3
{ ~
1 1
j ~
j i
i
i
~ f~ I I I

i~

i5 ~ j
d
~' `
~~ ~~

~ ?
~ ~
f
~
f

I
,, `` ~
'~ ~
6 ,
,~
;.
,;
i.
::'
F° 1 ;

~ ~

I

! ~ ~ ~ '.
~ 'f
~! ti

1
~ ,
r ~ i
I ~. i i~
~i
I
i I .
i
i
f
I
~,
i
;.

.a
cv
O
C
.~
C
O
cC
Y
.Y
co
M
r
r
Q.
Ri
.t+
._
.~
C
O
U
O
0.
0
0
0
.r
U
d
~O
a`
c
.~
GO

0
Q
O
Z
F-
Z
C~
C
Y
(D
M
N
a
Q
U
O
a
O
F}-
F-
Z
O
U
Y
J
O
a

• I - ~ ,l ~~.. .

~. .. :: is

I I ~ I l _ _ '_ _ ~_. _._ ___ ~. CT"~ y~ Y ~ __
•
I , ,
.',

,
~
'
`
~
I
i
q
-- -
~ `
~
\~`t ~,, :11
- ~
'
~ •,
` I
.
~
fit
`
V
,
`

.v 11
`
. ~ X

°
I ~ .
i~ I I
~r ~
'
,
_ 4 ~.
-'" , ~\
,

~
~,

~~ -- - _ t ~ ~ ~ .

_
_ _
. _
.. - t~•
- ~ - -
~I

/ ~ ~
f.
W r,~
N
c
•~ o
~o
m o

1 ,
r, ~ ~1,
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2 0 0 60 7 5 0
SECONDARY ROAD SURVEY
SUBJECT: SR 1136 Skyuka Mountain Road
LOCATION: Begin at the end of pavement on SR 1136 and continue
in a Northerly direction for a total distance of 26,330 feet to the end of
project at the beginning of pavement.
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: 140.075069
COUNTY: Polk TOWNSHIP: Columbus
DATE: 04/10/2006 Revised SCALE: 1"=50'
NOTES: R/W varies from 50' to 60'. This project contains Federally
endangered white irisette wildflowers.
Current ADT Bracket: 0-360 Design ADT Bracket: 0-600
Water: Class B,C, WS-III PREPARED BY: TSWBA
so' o"
RIGHT OF WAY
CENTERLINE
i
6, 9, ALE 9, 4' 3,
ASPHALT ;PAVEMENT
SEiOULDER ~ SEEOULDER
DITCIi
• ~ ~ ~~ ii
MAX SLOPE
FII.,L 1 E2:1
CUT 1:1

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

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
EROSION SYMBOLS
STD #
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
868.01

DESCRIPTION
TEMPORARY SILT DITCH ---------------------------------------------- rsD
TEMPORARY DIVERSION •--------------------------------------------- ---TO -•-
TEMPORARY SILT FENCE ------•-------------------------------------- ~~~ ~~~
TEMPORARY SLOPE DRAIN WITH EARTH BERM ------•••----------~~
SILT BASIN TYPE A -------------------•----------------------------------------... -£~
SILT BASIN TYPE B --------------•------------•------•----------•------•---------
TEMPORARY ROCK SILT CHECK TYPE A -------•-•-------------------~ .~.~~~.r
TEMPORARY ROCK SILT CHECK TYPE B ------------------••------------ A
TEMPORARY ROCK SEDIMENT DAM TYPE A ----------------------- ~
TEMPORARY ROCK SEDIMENT DAM TYPE B ------•------•----------~
ROCK PIPE INLET PROTECTION ------••-------------•-------•----•-•-------
ROCK SILT SCREEN ----------------•---------------------....---------...__.._..--- ~
STILLING BASIN ----•----------------••-------•----•---•--------•------......_...-----®
RIP RAP ------------------------------------------•---------•------•------- J RR ~~
DITCH LINER •----------------------------------------------------•---..
ENVIRONMENTALLY SENSITIVE AREA----------•--------•--•------~
PIPE OUTLET ENERGY DiSSAPATOR----------•----•------------•-------•-- •~=•
EROSION CONTROL MATTING ---------------------------------•~ Ecr,~
FIBER GLASS ROYING --------------------------------------------•--•- FcR -
SILT CHECK DAM TYPE-A------------------------------
SILT CHECK DAM TY-PE--B---------------------------------------------•---------

STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
Culvert ----------------------------------------------------------
Fence -----------------------------------------------------------
Guardrail -------------------------------------------------------
_y_x-R-.
•~ \ R0~
Stream or Body of Water -~~~ "' -

------------------------------------
Flow Arrow
----------------
-~~-~~~~
Spring ------------------------------------------ ---- --------- ~:.~
Exist. Pole ------------------------------------ ---------------- o
Exist. Power Pole --------------------------- --------------- b
Exist. Telephone Pole --------------------- --------------- -~-

-----------------------
Exist. Joint Use Pole
--------------- -.c~-
Telephone Pedestal ------------------------ ---------------- ~
Cable TV Pedestal ------------------------- ----------------
Exist. Water Valve ------------------------- ----------------
---------- 0
Sewer Clean Out --------------------------- -------
Power Manhole ----------------------------- ----------------- P
Water Manhole ----------------------------- ----------------- w
Light Pole ------------------------------------- ----------------- ~
Gas Valve ------------------------------------ ----------------- Q
Telephone Manhole ----------------------- ----------------- ~
Power Transformer ------------------------ ----------------- "'
Sanitary Sewer Manhole ----------------- ------~-------- ~
Storm Sewer Manhole -------------------- ---------------- Q
Water Line ----------------------------------- ------------------ .-
Property Line ------------------------------- ----------------- ~
Property Line Symbole ------------------- ----------------

Exist. Iron Pin ------------------------------- o
----------------
Property Monument ----------------------- ----------------- ~,
Well -----------------
-------------------------- ------------------- ~
w

'~ NI ~I Ni ~I NI of vl c`')I MI of ~I ~I col ~I cal cDl ~I c'~t hl c'~I vl
[n
a~ ~
~ o
~.
N f4
N ~ ~ ~
~ ^ C O
• C ~ d
N L fD C ~'
y ~ ~"'
'~ ~ E o m m~~~~~~~~i~~~~i~i~~~~~iu`~i~~u`~i
a~
L
~ ~~.
a
O ~ aX
~ N
«D
c9 c
E td cn .L
_.
O
O ~ ~ C N

L (9 ~
- O
3 d
U
_~
•3 C
L ~
~ 'D L c~
~
r
~ ` ~
~ ~~
W ~ ~ ~
NL ~ C
~
O
~N(j M h NO OtD O~lCONNONON
to
N Ql O CO N M
r
O M
'
M
N
~ d
N .-.
~ p ID
00
M r
t`
p <
tD
O
O~ v O d' O~ h M r h O M~ O N 47 r r M O N O e-
:° ~ ~ o c
C ~ c0 Z
N C
y O~
-'
O
N N t17
~ O O
L
O y'ctCO'~7o0~'000D~1'~O~~CDOrrr~NfDt~
`7 UONONOrOOONNOrNr~-NOrOO
~ ~ ~ Q tD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
QL ~ o L ~
.D
~ ~f ~
~ ~ N ~
~
d N ~ N
D N (07 Ch7 `Q' N
~ N ~ h r ~ tD ~
M N ~ O
~
3'J OC NJ ~ C
t
c
D
Q ~r~r~rCONrNCO~N(D~~J"~t07N~Nc'7
O
C O II
' C O C 11
.
. V1
N ` N N
O E N ~ O

O
L
„ ~••~
O O O v
C w.
7 C~ 0 0~ CD O O fOD ~ ~t ~~ Ch7 N O O m Oh 'ct M tOA O
M N In r M r N
'
~
~
y
•
O (9
d « C ,D (ti ~ }
CD r
h
y O~ r h h r~ r r r

7 Q v ~
°- O Q > Q J
f9
0..

p ~ t
7 ~ .~.0 O O CO (O (O fD CO (O t0 (D CO CO t0 (O CO CO CO CO CO CD
O
Z r r r r r r r r r r r r r r r r r r r r r
in

to
~
~ ~ to N fn N fA N fn N fn N fA N N N N (n N N N N fn
~
C

f4 C
Y ~ O
~ O
L
Y
N O L ~~~L ""'L LLLCLL I'LL "-'LL~~
N
~ ~
a U ~ 0I d N N ~l ~ Q) O ~ m d Q) •Q) ~ Q) 0) ~ O 4l N ~
~ ~ J J J J J~~~~ J~~ J~~ J J J J J
~
O Y
X 0 0 ~ N
0 0 (O c9 N
J
rO.rl- fir rCU
••-p ~N~f(DOO~p~N~OOOtc')~OOO
~ ~ ~
O
~
~
~
t
'1'
t
~'
O O O ~ ~ + + + + + t ~
~~~~!
~~O
NO
NNN
r~ti
~
N
O
~. L w - V
C
V
r
N
~
N
(n
m N •• ~ O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ >
~~~q cn 000 chNO~nOO~tnNhOOh~ V'OO
CD h CO r C'') h h r lC) O O O th r c0 O to
~
C O
O N d ...
`~ O y '= N
~ -O
c9 O ~ O O O
j
~ t t t t t t t t t t t t t t t t t t t t
OOh t tn(OCDOOrrhCONONC7OO~1~
7C')~ V' V'~ ~
h
~ O c9 ~
cnUOn. ino.~~ rrrrNNNNNC
N
d
U
ro
H
h
CO
CV

c
'~ cal ~i cal 'ctl rl chl rnl c01 vl TI vl ~I 'vl rnl rnl cal vl ~I '~tl c'il cal uil ~i tit c'~I col ~I ~I ~ ; cal t`I r`I NI ~I
OJ

C v T
.O C ~
a x
~ N
d
v
N y
d 4~4
U
CT N M N M O M t{9 r W N N 0 0 ~! 1~ M N O M CO N O N lD W ti 0 h b t19 M CO r' M Q
f`9 'O t 00 h O M ~! M 07 00 M <D O Ir M O r M r r N M 0~~ N O~ r Qf CO O] ~t N tD
O ~vrrrrNONe~e'MrrrMMrrstrOOre-N~rNMOMMrNNNO O
(n Z ~
rn
f9 dOOrCO~~(aOhOCDQ~I~(~t~r cht~ca(apptpsrca'~ft0 NrO~tMtP)tf')O
N UrrrOrOrrONOOOrrrONOOOOOrOri--~NNrr~'i"'O~vj
Q R7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N ~ ^ONCOOCatDOOONpN COO'~f CDN~i"~f OOOOCDOOOOOCpOc0OOO
O N 0 0 0 (D C7 r~ CD O r ~}' r V `cY W~ h N O O O CO N O Ca ~t N O O N CO [O N N O
~ ~ '~t *" to M O O In N O CO r N '~t ~ Ca (D Q~ r V' V' (D In O tt) N Ca ~f CD ('7 'ct GO to C7 O
d. Q .'~-..V'~~Q'c~u7Nh~tC~aON~tMt~h'Q'NQ~MNNMM(DN(OI~NOO~ V tt')~fON
~L. ~ r h sf ' V' O O O O r O O O O O M O N l n l A~ Cl
O .-. lf') N O O r CD ~Ot In O f~ In f~ ('7 lA ~
C~NNNN<j~~NN~~NN V ~N~ca~rT'NNM~M V''r'cOONM~c''~`-
N J
O
~ L
~ -p ^ ca Co Co (o fa to cD to to (o (o ca Co co ca Ca Ca tD Ca (a Co CD Ca to ca to Ca cD (D ca to ca cD (o cD
~ 1~ e- r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r
N_ 5
~ 'D a N O d~ d d N O N d d d O~ d~ 67 a d d 4) ~~~ d d d~ 0 0 d d U d d
Cn ~
t
m ~-' L t .~. L L L L '-' "' ,,:. ~~ L '-' G C "'' „_ "' ~~ w L L r~ "' " L .. w L L C
J~~J~'Q7~~JJJJJ~JJJJJ.O~JJJ~~~JJJ~J_1~~J
J
O O O O O O O O O O O O O t O t n 0~
l!") O f0 O O ~ O O O to O h O O Q to N~~ O~ CO O O (a 1[') O tt~ l!~ O lL') r r r N
N~7'NOO)NCa~r't"Q'OO~nOM + '~ + + + + + + + + + ~~ +CAN +~ +O~
~ + + + + + + + + + + + + + + + t + O n O O N ll') h O N ~t U')
pr lnhQ1M(aQOC'7tn1~O'Q"C'I~OpOOrrrrrNNNC7C'7~''~'~~"d'~
~ to CD ~ tD O CD n~ ti O O O Q) O O O O r r r r r r r r r r r r r r r r r r
O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
c0 Oo0OOCOQ1O0 W cOnYO~a~0Oti(~aNtOl')t~O~~~OtOaNOt~r~-~t~~~O
~ ~ t~ V' O N O N ca
+ + + + + + + + + + + + + + + + +M}. + + + + + + + + + + + ~ ~ +CO +O ~ CD
~O~rN t~Q)c'~tao0c'~tnl~O~O~I~O~hO~ON(~1~ W O'~tO
l1~ In Ca fa ~ cD Ca (~ i~ ti O O O O Q1 a1 Q) W O O O ~ ~ ~ ~ ~ ~ .N- ~ ~ .M- ~ ~ ~ ~

c
'~ chl ~I vl ~I ~I vl cDl ~-I
m
c~
c ~ T
•N ~ ~("~' ~j' 'Q
m ~ ~ ~ ~ ~ ~ ~ ~ ~L7 ~
Q
~~CV
d
U
CJ
d N
~

~ 'O ~ Q
pd("7 ~..MCOfCQ1~ O,a
(9 ~ < at N tD W M O
N
O
NrM~!'e~N
~ ~v O
(n Z F-
v
c9 ~ to C'7 3~ O a0 t~ r ~- Q3
~ UOe-ONNOr'O ~
Q (1300000000
M .~. O
~ Orol N ~ ti op0 OV p0 C`N') 'OQ' ~
~ •- r c0 O C17 N CO
~ Q ~ N t[> ch o~ ~ c'~ '~t O
t
~ ~~h f~ c~ M ~ N M
r C~MCOQ~~~OOM
N ~ " r C''~7 e- to h N C'7
-~ J
0
t
j 'D ~ CD CD CD c0 tD t0 CO (D
N_
d
L
O L t~CO~C.`..
~ ~I O ~ ~ 47 ~ ~ ~
w ~~ J J J J J J
J
1~ '~t o0 C7 oD O M O
V'~f~Olnln(DO
+ t t + + + + +
f>3 OM~-W ~h0'-'
'^f 1f3 ~ ~ CD CO ti ~
(n .- r r r .-~ ~-..-~ ~
O O O O O O p 0 0
c13 OhtnOM~pOC~
~ ~~t'cO~nOtnCDCD
+W ~~N~tj~O
~f '~f '~t ~ Sc3 c0 cD ti
r r '- ~-- r- ~-. r r

C
d
(0
d
~..
~"'
L
U
v
m
rn
ro
n.
0 ~. L ~ ~. ~.. 41 N N
~ ~ ~ ~ ~ C C C
C C C C C
~ JJ_.IJJ J J ~
L ~ ~ ~ ~ ~ ~ ~ ~ L ~ ~ ~ ~ ~ ~ ~ ~ ~
m Z` Z` Z` Z' Z' a~ v a~ a~ a~ a~ a~ a~ m a~ a~ a`~ a~ a~ a~ o ro ~ m ~ a`~ a~ a~
~ ro ro ro ro ro c c c c c c c c c c c c c c c c c Ry c Ry c c c ro
~- •- '- '-JJJJJJJJJJ_JJJJJJJ pJ aJ-JJ ~
~ n n n n oa a~ c~ m a> a~ a~ a~ d a~ a~ a~ a~ a~ m a> a> a~ n a~ n a~ a> a~ n
o c c c c c c c c c c c c c c c c c E c E c c c E
~ ~~~~~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ro o ro o 0 o ro
rn
c
~U
ro
n _ _
~ v~~~~ ti~ ~+Oj ~ M~~ M N M N (7 ~t N M N M N ti M h M~ N C D
U ~ r r r
t
U
~ tf7NNN.p~t~Ql~p7~CpCA~C)i ~~hr~~~r V'c0 V 07 CD r.~[7
\°
0
lf) l!') 0 0 0 0 0 0 0
OOCD~OOO~~O~ONOOt~~PtO~ + + ~~} Ot+0000 +
ro M O O ~, t t t+ f t t t f t t t t t r to C7 O O +V CD ~ T+" ~~
+ + + MI~Q)'~t COr "f 01~OM~Or~00rrNNN NM C'7
(n O(~tirrrMM~t V"~t~~~D~D1~00~-rr rrrrrrr
O 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ 0 0~ 0 0 0 0 0 0 0
~0 OOOOOOOOOOOOOtf')0000 O~~ 0000000
~ O W+ 0 0 0 0 0 0 + O l+ 0+ O O ++~ O +~ O t+ O c+0 0 0 0
001^.O-~~f~7~ V'~~~ju07cMD(rDtiO~00~~NNNNC~c~~
r r r r r r r r ~--
m
a~
c
O
C
d
ro
N
Y
s
U
~N
N
N
7
N
.`
C
C
O
N
L
N
N
C
r
C

a~
rn
t9
n.
C
N
E
m
a~
..
H
~ ~ a~ a~ ~
c c c c
d Y
~ J J J ..1 U
~ m a~ tv a~ a~ tv o ~ m a~ a~ ~ a~ ~ c~ a~ a~ ~ tv a~ o a~ o
E c c c c c c c ro c c c o c m c c c o c c c cF-
JJJJJJ,.J OJJJ ~J ~JJJ ~JJJJotf
a~ m a> a> m a~ m n tv a~ o n a~ n m o o nom m m 3
o c c c c c c c~ c c c E c E c c c~ c c c c o
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0~ o 0 0 0 ._.
~ lninlnlnv)cncnF--i~iAVJF-cnh-iniginF-ininininin
rn
c
~U
n
(n ^ M O M M h 0 M to O O tp to t~ to M 0 0 0 0 O.J r t~ O
Y v M M '~? M N M M h Mtn M h N t~ M Mtn ~ M M N N t0~
U a
U r
L
U
N
~ O~t~rn~~0 V'~(DcO~fr.,~'O~(DN~CO~Tr
~°
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
OOtnt1')000OOOtn tnOOOOtnOO f~~tOOO
+ + + + + c~+ff + + + + + + + + + + + + + + + + ~~+ff
~ c^~ VM"pV a tpncDtin~~~O~t7~iQOi00~~NNNCp7~t
(n rrrrrrrrrrr.rrrNNNNNNNNN
O O O O O O O O O O O p 0 0 0 0 0 0 0 0 0 0 0 0
m O O O O O O O O O O O O O O O O O O O O O O O
~ V'OOtntn00000 tntn0000tnOOI~~OCD
t + + + + + + + + + .}. t t t + t t t t t + t +
tnhMCnNcp Ntntpp~0.-tnOr(DONrM1~tT
M M ~' ~t to to ~ h h 1~ ti co O O O O O ~- r N N N M
r r r r r r r r r r r r r r r N N N N N N N N
a~
0
a~
c
O
C
tv
N
Y
L
U
.N
N
7
N
.~
C
C
O
N
d
L
3
N
d
C_
L
w
'D
C

C
d
E
~a
a~
F-
L
U
0 ~.. ~ ~
~ O d d
C C C
~ U J ..1 .J
O ~

E 4 N N
~ C (
E as '~
rn v m o E E E
oc°. ~ ininH~H
rn
c
~U
ro
a
~~S-°nu°~°o°o
U • c'q r N .-
O •
t
U

a~
v
~ rCON V'C''l
~°
0
0 0 0 0 0
CO + O O +
O M ~ 0 ('')
(n NNNNN
O O O O O O
f0 00000
0 0p 1~ 0 0
~ + t + + t
'~V' VO' ~ U tOA
N N N N N

f`
N
O
a
a~
c~
o ~
~~ ~
U I
I
l O
I
I O
I O
I O
I NI
I t`I ~I rl MI ~I O
nl O
l
I
I
I
I
9
19 f B
B
T
r
r
tn
N
N
M
N
~
M
`7
~
V
m U

~ m
Qf CJ
(h M f~ N O O cD O 'cf O N N N N
Q ~~ v~O~OhMr~~eDt~ ~CONOIa~O~N~M
~! to Mr M`7 N~[frrM N r
p
,~ fn Z
N
ca
X
.C

vNiNININiNINiNININININiNINININININININININI
Q
3 '
~ fl v ~i ~I ~I MI col chi col chl MI chl chl chl chl chi col col chl chl chl chl chl
•'^ C
(9 ~
v
L
X
~'a ~ v cDIcDIcOIcOlcOlcDlcOlcalcalcOlcaicDlcOlcalcDlcDlcalcDlcalcDicDl
~ J
~ O
J .C
C H ~
C
m ~ ~~ OI 01 OI OI OI OI OI 01 OI OI OI OI OI 01 OI OI OI 01 OI OI OI
X ~ m
~ J
c
m h + + + + + + + + + + + t + + + + + + + + +
cD ~
+ m
^a
a ~ a c~ NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
D H ~ ...
.S •y
L
Q1 m
X w
'~ .•.
v MI MI col MI chl chl col chi col col col chl chl col MI MI col col col col chl
~ ~

C M
.N - L
X p ~ v caicOlc~ic>,IcDIcDlcolcalcolcDlcOlcDlcolc~IcOlcOlcplcnlcalcnlc~l
H
rn H J
c to
J V
w
~
~ • NI ~I NI ~I Nl ~l vi coI Ml ~l ~l c''~I cOl ~l c01 <DI ~I chI t~I MI ~I
m 9

X. Q]
C

N
ro L
~
m ~
0
~ d~

~~
~ d d m O m O N O Q1 N O O K
d~~
1
~ J J J J J~~~~ J~~ J~~ J J J J J
c
o
a d
J
0
~
~ MN'~i'(0001nNN~000~~000

~ OOCD hhNChf~r'~11nh000~-CDO~~
+++ t+ t t t t t
O
~p ++++++ t
O O O
NNNM
N
~
O'~~
O
r~h
~N
~
~ (n ''
V
V
~~
N
V
N
~
c~v O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ t9 000 MNOtn00'cf tnNl~00t~lnct00
O
~ ~ CDI~COr'c')ht~~"'~OOOC7r(pO~A
OOO
O
+ + + + + t + +
C
•,~ + + + + + t + + +
+ + +
OOh~~cOCDO•~0.-.-I~cnNONc')O~O'V'~
'
'
•
~ tn t!
)
~tQ
.-re-~NNNNNCh(h V
to

m
m
m
o a~i
Ul is .-.
.~. NI ~I NI ~I NI ~I ~I NI TI ~I ~i ~I ri ~I ~hl NI ~I ~I ~I °I °I ~I ~I NI ~I NI ~I °I ~I ~I NI NI NI NI ~I
mU
a~
M N M O M 129 r M N O 07 O at !~ M N O M N N {A N (D O ti h t() to M Cb r
fO9 'O < O ti O Mat M M O M eD O !~ M O r Q7 r r N M 0 to V' ~A O to r O M M O at N tD M
O~ v r r r r N O N r r M r r r M M r r e} r O O r r N r N M O M M r N N N O
(~ Z
L
~ vNINININiNININININININININININININININININiNININININININININiNiNINININI
L_
:°_ ~ col chl chl ml c')I ~I ~I chl chl MI c71 chl chi col MI chi chl chl MI chl chl MI MI chl chl chl chi chl col chl c'71 chl chl ~I col
...
L
v mlcDltDlcDlcDlcDlcOlcDlcDlcalcDlcOlcDi olcDicDlcDlcDlcDlc01<DIcDIcDlcalc0lcalcalcDlcrJlcDlcDlcDlcOlcDlcOl
J
C
~uI 01 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1 O1
c0
0]
t + + + + + + + + t + + + + + + + + + + + + + t + + + + + + + + t + +
CD L
Q c NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
a
L_
~ v chl chl chl ~I a71 chl chl col col chl chl r~l ~i r~l MI col col chi MI chl ~I col MI chl chl chi chl MI col MI chi chl r71 ~I MI
L
v cDlcr7lcOlcalcr,IcDIcr7lcrJlc0lcOlcDlcDlcplcOlc01 olcalcOlcDlcr7lcDicOicDlcOlcDlcalcDlcDl olcDicalcalc~IcOlcDl
J
C
'~ c>,t ~I cnl VI rl chl rnl cOl vl ~I vl ~I ill rnl rnl cDl vl rl vl chl Chi ~I u~l t`I chl ml rnl ~I ~I r~ of rl t`1 ail MI
m
L
CA
` y C'A CA CJ QI CA CA CA d d Q) d d CA y C) ~ ~ C) C) a) ~ ~ Cn CA to d CJ ~ C'A d 4l Cn CA C)
J' ~'. ~ J '~-i ~~~ J J J J J' Q~i J J J J J J J J J 'ma'y ' ~-i ' ~-. J J J~ J J~~ J
J
OOOOOOOOOOOOOa0~A0~
tl7 O N O O) O~ O O to O h O O ~t ~ N~ t(') O lf') CO 0 0 CD t!') O~ In O to r ~- r N
N '7 N O O) N cD to r h sr O O to h tD Ch + + + + + + + t + + + + t + + + + +
~p + + + + + + + + + + + + + + + + + ~ 1~ Q1 O N ~ f` CON '~t ~ r f` CON V' N O
!~ (ODCO~CDC~DCODtititi~O~Om~~~~~~OO~er-r--~~~N--eN-N--~~~~~fra~-.fir
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
ca oooooaorn~n~ncoco~noti~nov~n c~oooornooooo~ooo~no
~ ~I~~ONO)NCDrrn V'Q~NO~CDMtn~O~COrOtONO~rh~t`rO
+ + + t + + t t + + t t t t t t t .} + + t t t + + + + t + t + t + + +
hCOrN V'hOMCDOChInhQlO~ttiOlnhQ)ONMI~NQ)~tlnrlnOJO'~7C0
u7 to (O f0 (D ~D CD 1` t~ f~ O O a0 CO Q) Q) Q) Q) O O O ~ ~ ~ 'r-- ~ ~ ~ eN- ~ ~ ~ ~ ~ ~

a~
rn
o a~°i
~i NI ~I ~I ~I ~I NI
m U
rna~i r~mma~vo
~~~d'NtOQ/M0~
0 ~7ONa-~i~~te-NN
cn z
r
~ NI NI NI NI NI NI NI NI
O
L_
?? c')I o'~I cal c'~i cal cal ~I c')I
L
~ OI OI OI OI OI cal OI c01
J
c
'in OI OI OI OI OI OI OI OI
to
cn
+ + + + + + t +
O L
~ NI NI NI NI NI NI NI NI
a ~
s
MI MI c'~I MI cril c`')I c 11 c`')I
z
c OlcolcolcalcOlc~Icaltni
m
J
c
'in chl t~l ~tl ~I ~I'~fl col rl
m
s
O
07 O7 d N O O O d
~ ~ '~-. J J J J J J
d
J
t`stcOC7c000'7O
~r1~O~t~o(DO
t++ t+ t t t
f0 OC'7r00lnt~Or
O 0 0 0 0 0 0 0 0
~ Ot~u)OMCOOC'7
~ + +' N+ + O + (+D c+D
op0)O)NODtt1hO
`Q `ct ~ ~ tc') CO (D i~
r r r r r r r r

_,
N
ro ~„~
N L_
~ ~
C
•~ Q~
C ~
~(D ~9
E ca cn
L ~ ~
_ ~ O
'~ C L
~ E -o
C .`~.
W
~ ~
.a ~
C O
N ~ ~
'~ O
w
~ QL
.D ~ ~
~ rn C
O` C d
J
C O II
in w N
~~~
w d ~
7
O_
d
O
ro
a
'O
fc3
O
~~
s
.
N (9
Q
C ~
•~ ~
~ C
C
~
O
f9
E w

.~ L
O '~
C N
-- 7
~ _
O ~ L
~ m ~
~ O c

~
~
N'_-~ O
O ~ ~

_ ~
' ~
~
N L!
)
N ~ p ~
~`
N ~ O
-
L O L ~
~ C CJ C ~
ro ~ ~
rn c ~ '~
C rn ~ I^ ro
N
.
.
. ~
N
~
E N
. w
~~~ c
v
s C
gy
~
'
p
.-~ v ~ ~
~ d

S
f0 C
.Y ~
~ O N
Y
~ N
M ~ ~ T
T 00 ~OaD
~-Sri-(Dr-
M ~
O + N `'
O (p +p O
M N V) ~
h ~ O Z
.C-•. N O N
N ~ ~} }
O O ~ ~
O O N 4l
O ^ :~ W
O r N
t9 f9
N N (/~
U[0~
fn fA N
N U U U
.. ~
>. L ? '_.
CO ~ vJ c6
-° .'~~~Q
T ~~a~ ~
d' O i9 ~ n' ~ ~ f9
cnc~oa~inn.~~
c
m
U
C v T
~ O f...
m C
V x T T T r T l"' r r r P" !~' ~"' T r P" r ~"' r T T r
~ ~ N
d
U
(4
d
01 d fh Ql M h~ h 0 C1 ~D O O O tD N W h r h CO O N h
(`9 ~ < tD h Q7 O O tD at ~1 N tD c0 ~t Q~ N lD V' CO O M 'V'
C ~vNd''~!d'N'd'MNNNcpNtDNbrNr rM
(q Z
N d to to h h .- N O tf C'7 N h CO CD 1~ O O '~t O M 1~ W
~ UTNNNr-NNr'~-'TC`)TC`')TNOrTOOT
Q W O O G O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
~ ~OOOOCOTtn~ftD~t OOOC'7htDll~hCONO
N ~-- r~ h O O N CCDD Q) C'') O ('') ~ O~ O t0 In N O O
d ~.~htn000OOhC'7OO N~OOto~rtt
¢~`..CD~eT-~ V OCOt!')tnln~CD~1~~Mll')~r-C70
v
m~
~ pl O O O O CA .- In ~ cD ~ O O O ('~ h (O to h O N O
w ~~.r-T~nhc~7cDNOOh~cDC~'at~t~mNN(Ds~-~7
N J~M~u~ON`Q'~2'NNNhc'')h
D
L
~~ r r r T a- r .- r T .-- T r' '- •- T r- .- r .- '- r
N N N N N N N N N N N N N N N N N N N N N
N_
~~ N N N N N N t/f N to N N N N N N N N N IA N
L 'O r d N 4J ~~ d~ N~~ 4l ~ d d~ N~ N d~ d
~'
L
~ O Q1 dl ~ m N ~ N ~ ~ QI d O ~ O 4l 4I O OI CJ ~
_a ~~JJ~JJJJJ~.J~~~JJ'Q-.Q.JJ
J
OOOOO.-~cDOCDOOOOMOOOI~tnh h
(D h to N ~ 00 O O O N to to O C7 ~t ch r to N CO (O
~p OIn cD N'~tcDrc'~CDQ~cpNC'7hchMtDtntOh~-
h h h 0 0 O 0 0 0 O p O T .-~ N N N N N N C'7
(n TT.-TTa-rTT~-NNNNNNNNNNN
O O O O O O O O O O O p 0 0 0 0 0 0 0 0 0 0
c0 OOOONOr~00tDO000ch~{'OOh~t~
~ tncDO~TNppOOCOONtnO~M V (*) V'tA.-cD
t + + + + + + t + + + + + + t + + + t t t
(~ O r CD N N CD r M CD a7 QI O M h r c'7 M to CD f~
~ ~ r ~~~~~~~~~ N N N N N N N N N
N
U
Q
ro
O
C7

'~ ~I rl r~l ~nl ~I ~I u~l t~l vl'-i u~t c01 ~~ ~I of
m
U
C ~ •T
~~ O ~
m C
~ ~ (V
d
U
~
d N
N

~~
(9 c j N tD cD r CO 1lf r eD r W N
< tt7M~h~~~D~!'N~'V'OON~!' Q
~~ vsf NMrtrrrNrMrNNNt'7 O
(n Z F-

t4
dtAC'7~AOtn000t`)f~N W r.-MO rn
(D
~ ~ j N r O O N O O r O O O e~ O r r r
Q (9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
r
N

~
N V'r~~N~QOi~00NnONn
Ch
e O O g
'a'

~
Q j
~CO
~N
."y.. ~ ~ N Cn7 ~ f~7 M ~ N O C'1 ~ CD l1) CO
n.
L
'n p~.~.rN00000000cON0 M ~i'
w C~Nt~•-CON1~rnt0v~.cDC~~,~cDrn
N d `-' ~ N r- r~ e- a- N s- e- N N M
J
O
~ L
~. ~ ^ .- .- r .- r .- .- r r r .- .- r .- .-
N~ ~ N N N N N N N N N N N N N N N
'O
~ 1] !n N N N N N N fn Vf f/1 N N N N N
t _
m C w Z L L L L C~ L L L t L L
~ ~ ~ ~ ~ O ~ O N N ~ QI O QI QI ~
N
J
c0000000000CO00cD O
47 CD~-'Or W I~(OOOCDOC'')c'7Cr)
t + + + t + i~ t + + + + + + +
~p cD0)O.-h000.-C7NC'~cDCDO~C'1
fn N N N N N N N N N N N N N N N
O O O O O O O O O O O O O O O O
c0 h.0000000000cDOMtO
~ (O COO.-O).-Op OpcDtDOCDOhC'7
+ + + + + + + + + + t t + + +
.- CD O O ~- h W CO ~ .- N C7 (D (p O
c~chc~vvvvv~n~~~~~~
N N N N N N N N N N N N N N N

a~
m
ro
o ~
C ~ < ~ COD O O ~ CNO m ~ tN ~ W a00 O N '~t a00 ~ ~ N ~V COD
N-~N'~tCnC1~N`~lCONNNCDN C7tnrNN rC`7
m U
N_
a~
QI
i9
n
v
O
c
.N
m
m
X
~ C
m ro
X v
~a
~~
pCj O
J ~C
C H
N .C
m fi
X ~
~ J
c
.~ ~
m y
~9
+ m
n. ~
O N
c •~
ro ~
m m
X "~
~ O
v ~
c
N
c9 ~
m O
X y
rn H
C t0
J V
w
C 1~
~ ~
m
X
c
.N
m
c
.4
i9
7
U
c9
U
N
rn
0
N
C
.~
m
CT ~ (~7 Cf M h b ti O Of CD O O O tD N M ti r ti OO M N~
t9 [ tD e.y}~ tr Qf O O ea et ~!' N tD m at O N tD ~! to ~ M d
~_ N t! tt V' N st M N N N CD N Ca N N r N r r M
(n Z
r
~ v NI NI NI NI NI NI NI NI N1 NI NI NI NI NI NI NI NI NI NI NI NI
D
s
'° vcolr>I~Ic'')I~Ic'71MI~i~i~iMI~I~Ie')Icolc")IcolcolMl~ichl
C cDIcOICDItOIcDIcDICDicDIcDIcDIcDIcDIcDIcDIcDIcDIcOIcDIcDlcDlc01
J
C
'~ of of of OI of OI OI of of of of OI of of of of of of of of of
m
t + t + + + + + + + + + + + t + + + + t +
s
y v NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
r _
:°_ ..= MI MI ~I MI c71 MI ~I chl chl chl MI MI ~I ~I chl c'>I MI o)I ~i ~1 ~I
v
rt-.
~ v cDIcDIcDlcDicDlcDlcDlcDIcDI~DIcDIcDIcDIcDIcDIcDIcDIcDIcDIcDIcDI
a>
J
C
'~ coi ~~ ~~ ~~ cDl ~~ ~) hI rl t`I ~~ ~I ~~ rnl ~I ~I r`1 cDi NI vl °I
m
L
L L ~ .-. t .-. .-. ~ ~ .-• t ~ L L t '-' ~ L L ~ ~
O O ~ ~ O ~ ~ (U (U d O (J O CT m ~ (U O C1 (U ~
~ ~'~-.JJ~JJJJJ~J'~-iQ.~JJ~~JJ
J
O O O O O r (D O tD 0 0 0 0 t7 0 0~ h C!) t` 1~
(DntnN~OO(ACDNtoCn(AM V C'7rtnNCDCD
t + t + + t t + t + {. + + + + t + t t + t
~p O~CDN~(DrC'7(D(A~DNMhMC'7CD~CDhr
I~hhCp 000)0 W OOrrNNNNNNM
(n r r r r r r r r r r N N N N N N N N N N N
O O O O O O O O O O O p 0 0 0 0 0 0 0 0 0 0
OOOONOr CD OCO0000('7~OO~lI')1~
~ lnCD00rN0 0CD0~Nt(~0M (7~0rCD
t t t+ t+ t t t t {. +++++ t+++ t
h O r CD N N CD r M CD 0 0 tg M~ r C 7 M~ CD t`
CD 1~ 1~ 1~ 0 0 0 0 0 0 0~ 0 r r CV N Cy N N N
r r r r ~- r r r r r r. r N N N CV N c`r N N N

`o ~
~ m
c9 cUD ~ `~fINI~I~I~fI~I~INI~IMI~INIMINIc'~
mU
m -o
O N Ch N tD fD r 00 to r !D r W N
c9 'p < 1A C7 ~ IA N !'f tD V' N ~ 'Q O ~ N ~
~ ~vatNOrst'rrNrMrNNNM
(n Z
L
~ vNININININININININININiNINININI
O
L_
:°_ c>= c')I c")I r'~I c'~I cal c')I c'71 c'~I c'~I MI cal cal oil r~l c'71
v
L
~ v cDicn{c>JIcaJIcDlcnltalcalcDlcDlcalcnlcOlcDlc~l
a~
J
C
'u~ of OI OI OI OI OI OI OI OI OI OI OI OI OI OI
m
+ + + + + + + + + + + + + + +
ch
r L
O v NI NI NI NI NI NI NI NI NI NI NI NI NI NI NI
a
s
~ c'~I c'71 c~I MI c'~i MI ~I MI c'~I c'~I c~I chl MI MI c`~i
...
L
v cDlcnlcDlcOlcalcolcOicplcDlcDi.calc~Icpl OIcDi
J
C
'~ ~I ~I ~I ~I ~I ~I ~I rl vl ~-I ~I OI r-I t~l of
c>J
t
rn
y., '-' L L L L L C C L L L L L L
~ ~ Q1 ~ QI Q1 ~_ ~ ~ ~ O Q7 ~_ QI O
J
COOOQO000$g W 80CpM
O+ ~ + cc~+~~ t O+ t + + t ~ + + Cc+~~ +
cb O 07 O r h CO O r M N M CD (D Q) t7
(n N N N N N N N N N N N N N N N
O O O O O O O O O O O O O O O O
c9 tiCp000000000 W OMCD
~ tDCOOrO'-OCp(DCDO(DOf~M
+ + + + + + + + t + + + + + +
rCDOOrhW OprrN('7CDCDO)
M M t`') ~J"~t 'V"~t sr ~A to ~ to ~ ~ to
N N N N N N N N N N N N N N N

Total Llnear Feet of Construction Fence Calculations
SR 1136 Skyuka Mountain Road
Station Right! Length
Left (ft)
10+50 to 16+50 Left 600
25+50 to 31+50 Right 600
36+50 to 38+50 Left 200
39+50 to 42+50 Right 300
43+50 to 46+50 Left 300
48+50 to 56+50 Left 800
59+50 to 62+50 Left 300
60+50 to 61 +50 Left 100
70+50 to 75+50 Right 500
77+50 to 83+50 Left 600
81+50 to 83+50 Right 200
91+50 to 93+50 Left 200
96+50 to 102+50 Left 600
99+50 to 101+50 Right 200
108+50 to 110+50 Left 200
114+50 to 116+50 Left 200
118+50 to 124+50 Left 600
120+50 to 121+50 Left 100
131+50 to 134+50 Right 300
137+50 to 140+50 Left 300
143+50 to 147+50 Right 400
149+50 to 151+50 Right 200
156+50 to 158+50 Left 200
169+50 to 171+50 Left 200
174+50 to 195+50 Left 2100
198+50 to 203+50 Left 500
200+50 to 201+50 Left 100
202+50 to 204+50 Left 200
198+50 to 205+50 Right 700
208+50 to 210+50 Right 200
217+50 to 219+50 Right 200
221+50 to 227+50 Left 600
221+50 to 223+50 Right 200
235+50 to 238+50 Right 300
241+50 to 243+50 Right 200
Total Linear Feet of Fencing Proposed 13,500.00
Around White Irisotte Habita t

PIPE DATA SR 1136 S uka Mtn Rd. Page 1 of 4
County: Polk ~yORK ORD ER: 140.075026
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+31 30'X18"CMP 30'X18"CMP Replace Driveway Pipe
7+82 40'X24" CMP 50'X30"Chip Replace Crosspipe; Perched; no water running
throueh i e
15+59 22'X42" CMP 40'X42" CMP Replace Crosspipe; Lirc water; 2' stream
16+60 30'X18" CMP 40'X18" CMP Replace Crosspipe; Live water; 1' stream
21+70 30'X30" CMP 35'X30" CMP Replace Crosspipe; Live water; 3' stream; Build
Headwalls
25+13 30'X15" RCP 30'X15" HDPE Replace Driveway Pipe
28+48 30'X24" CMP 35'X36" CMP Replace Crosspipe; Livc water; 3' stream; Build
Concrete Hzadwalls; Perched
29+04 30'X15" RCP 30'X1S' HDPE Replace Driveway Pipe
41+$0 50'X18" CMP Proposed Crosspipe
45+84 40'X15" RCP 40'X18" HDPE Replace Driveway Pipe
49+12 40'X24" CMP 40'X24" CMP Replace Crosspipe; Livc water; 2' stream; build
Headwall R Win wall, lower side; Perched
50+59 40'X24" CMP 40'X24" CMP Replace Crosspipe; Build Headwall on left, &
Headwall .v/wins on ri,ht side; Perched

53+$S 50'X13" ChtP Proposed Crosspipe
55+40 40'X24" Chip Proposed Crosspipe
57+40 40'X18" Chip Proposed Crosspipe
61+35 35"X18" CMP 40'X18" CMP Replace Crosspipe; Perched
63+00 30'X18" HDPE Proposed Driveway Pipe

63+65 20'X13" HDPE Proposed Driveway Pipe
64+00 2o'x
67+85 30'X13" CMP 40'X18" CMP Replace Crosspipe; Build Headwalls; Perched

68+18 40'X15" CMP 40'X18" CMP Replace Driveway Pipe
69+20 32'X18" CMP 40'X124" CMP Replace Crosspipe; Lire Water; 1'stream; Build
Headwalls
73+62 30'X(5" CMP 40'X24" CMP Replace Crosspipe; Livc Water; 2'stream; Build
Headwall w/ win~,wall; extend Ri ht side; Perched
Build
am
t
2'
7$+13 40'X13" CMP 50'X24" CMP ;
re
s
Replace Crosspipe; Livc Water;
Headwalls w/winewalls; Perched
Build
am
t
i'
$5+35 35'X18"CMP 35'X18" ChtP ;
re
s
Replace Crosspipe; Lire Water;
Headwalls; Perched
87+90 35'X18" CMP 35'X24" CMP Replace Crosspipe; Live Water; 1'stream

$9..1-$5 50'X18" CMP Proposed Crosspipe
91+07 20'x15" Chip 20'x18" HDPE Replace Driveway Pipe
91+10 25'x18" HDPE Proposed Driveway Pipe
ht Side;
ll Ri
94+69 40'X18"CMP 40'X18"CMP g
Replace Crosspipe; Build Headwa
Perched

PIPE DATA SR 1136 S uka Mtn Rd. Paae 2 of 4
County: Polk WORK ORD ER: 140.075026
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
97+65 30'X13"CMP 40'X(8"CMP Replace Crosspipe; Live Water;l'stream; Build
Headwalls; Perched
99+32 25'X18" CMP 40'X18" C~1P Replace Crosspipe; Build Headwall whvings right
side; Perched
101+$4 30'X18" CMP 30'X18" HDPE Replace Driveway pipe
105+56 25'X36" CMP 35'X36" C)ViP Replace Crosspipe; Live water; 3'stream; Build
Headwall w/wings on ri t side
107+50 40'X 18" CMP Proposed Crosspipe
108+90 40'X18" CIvtP Proposed Crosspipe
110+50 40'X18" CMP Proposed Crosspipe
112+70 40'X18" CMP Proposed Crosspipe
116+90 40'X18" Chip Proposed Crosspipe
118+50 40'X18" CMP Proposed Crosspipe
123+90 40'X18" CMP Proposed Crosspipe
12J+50 40'X18" CMP Proposed Crosspipe
13~+70 30'X18" CMP 30'X18" HDPE Replace Driveway Pipe
138+40 50'X18" CMP Proposed Crosspipe
144+00 40'X18" CMP Proposed Crosspipe
148+15 40'X18" CMP Proposed Crosspipe
148+25 30'X1"CMP 30'Xl~"HDPE Replace Driveway Pipe
149+11 ?'X12' HDPE ?'X15" HDPE Driveway Pipe; Inlet not found; Replace as Needed
149+39 36'X18" CIVtP 36'X18" CMP Replace Crosspipe; Livc water;l'stream
150+42 30'X15" CMP 30'X15" HDPE Replace Driveway Pipe
152+18 30'X18" CMP 30'X18" HDPE Replace Driveway Pipe
157+98 30'X18" CMP 40'X18" CMP Replace Crosspipe
165+48 30'X18" CMP 40'X18" CMP Replace Crosspipe
165+74 20'X36" CMP Proposed Driveway Pipe; Live ~r•atcr; 3'strcam;
water currently a ears to run throueh stacked rocks
167+50 50'XIS" CMP Proposed Crosspipe
168+58 30'X18" HDPE Proposed Driveway Pipe; Build Headwall at inlet
170+60 30'X18" RCP 40'X13" CMP Replace Crosspipe
171+49 40'X18" C(viP 40'X18" CMP Replace Driveway Pipe
171+88 40'X15" CMP 40'X18" CMP Replace Driveway Pipe

PIPE DATA SR 1136 S ulca Mtn Rd. Pa e 3 of 4
County: Polk WORK OR DER: 140.075026
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
172+'JO 4.5'X18" RCP 10'X18" HDPE Replace Pipe
173+40 60'X15" HDPE Proposed Driveway Pipe
174+24 40'X12" HDPE 40'X15" HDPE Replace Driveway Pipe
174+29 40'X15" RCP 40'X18" HDPE Replace Driveway Pipe
176+40 40'X18" Chip Proposed Crosspipe
179+OS 25'X15" RCP 30'X13" HDPE Replace Driveway Pipe
182+12 40'X18" Chip Proposed Crosspipe
186+67 40'X24" RCP 40'X24" CMP Replace Crosspipe
191+00 40'X18" CMP 40'X18" CMP Replace Crosspipe
193+90 40'X18" CMP Proposed Crosspipe
196+66 30'X18" CMP 40'X18" CMP Replace Crosspipe
199+10 40'X 18"CMP Proposed Crosspipe
200+55 25'X18" RCP 30'X18" HDPE Replace Driveway Pipe
213+90 50'X18" CMP Proposed Crosspipe
216+97 30'X18" RCP 30'X18" HDPE Replace Driveway Pipe
217+33 30'X15" RCP 40'X18" CMP Replace Crosspipe
223+30 40'X18" CMP Proposed Crosspipe
225+10 42'X l5"CMP 45'X 18" HDPE Replace Driveway Pipe
226+83 50'X l5"CMP 50'X 18" HDPE Replace Driveway Pipe
227+67 40'X18" CMP 40'X18" CMP Replace Crosspipe
231+67 40'X18" CMP 40'X18" CMP Replace Crosspipe
236+$$ 40'X18"CMP 50'X18" CMP Replace Crosspipe
239+60 50'X15" HDPE Proposed Driveway Pipe
240+08 40'X18" CMP Proposed Crosspipe
241+90 40'X15" CMP 40'X(8" CMP Replace Crosspipe
247+10 40'X18" CMP Proposed Crosspipe
251+60 30'X15" HDPE 40'X18" CMP Replace Crosspipe
251+61 35'X15" HDPE 40'X13" HDPE Replace Driveway Pipe
253+68 30'X21" CMP 40'X24" CMP Replace Crosspipe; Perched

PIPE DATA SR 1136 S uka Mtn Rd. Pa e 4 of 4
County: Polk WORK ORDER: 140.075026
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
256+30 20'X15" HDPE 20'X18" HDPE Replace Driveway Pipe; Live water; 2'stream
256+73 30'X18" RCP 40'X24"CMP Replace Crosspipe; Live water; 2'stream
258+09 20'X12" CMP 20'X15" HDPE Replace Driveway Pipe
259+36 32'X15" CMP 40'X18" CNiP Replace Crosspipe

POLE DATA
Project: SR 1136 Skyuka Mtn. Rd.
County: Polls
Owner: Duke Power/ Bellsouth
Page 1 of 4

Station

Pale
Number Dist. From
Center Present
Road Dist. From

Center Project Dist. Center
Project After
}loving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
2+95 8101-090 23 Multi-use Pole w/ guy
4+84 Slot-091 20 Multi-use Pole w/ guy
7+75 092 ' 30 Multi-use Pole
11+30 093 15 Phone Pole
14+78 094 31 Phone Pole
33+20 098 36 Multi-use Pole w/ guy
35+27 19 Multi-use Pole w/ guy
43+16 099 23 Multi-use Pole
66+71 15 Guy Pole
66+75 8166/003 14 Multi-use Pole
67+21 25 Multi-use Pole
68+89 002 22 Multi-use Pole
70+44 oot 16 Multi-use Pole w/ guy
71+80 8101-toy 14 Multi-use Pole
71+88 8101-ooh 27 Multi-use Pole
88+37 21 Guy Pole
88+40 108 14 Multi-use Pole
92+85 tog 30 Multi-use Pole
96+06 t to 14 Multi-use Pole
100+11 11 ~ 20 Multi-use Pole
103+53 112 16 Multi-use Pole

POLE DATA
Project: SR 1136 Skyuka Mtn. Rd.
County: Polk
Otivner: Duke Power/ Bellsouth
Page 2 of 4

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
114+52 18 Multi-use Pole
116+25 16 Multi-use Pole
118+77 103593 16 Multi-use Pole
140+45 19 Multi-use Pole w/ Guy
143+68 18 Multi-use Pole
145+80 18 Multi-use Pole
148+52 20-T 25 Multi-use Pole
149+00 8253-62 28 Telephone Ped
149+00 8101-117 29 Multi-use Pole
149+00 30 Cable Ped
150+53 21 Multi-use Pole w/ Guy
153+14 8253-58 27 Telephone Ped
157+43 53 14 Telephone Ped
160+85 50 14 Telephone Ped
166+35 44 15 Telephone Ped
168+85 41 16 Telephone Ped
174+22 18 13 Power Ped
174+85 034 22 Telephone Ped
178+56 03 30 Power Ped
178+58 030 26 Telephone Ped
179+43 029 30 Telephone Ped

]POLE DATA
Project: SR 1136 Skyuka Mtn. Rd.
County: Polk
Owner: Duke Power/ Bellsouth
Page 3 of 4

Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Afoving

Remarits
Lt. Rt. Lt. Rt. Lt. Rt.
180+66 8253-027 26 Telephone Ped
183+42 x253-024 23 Telephone Ped
184+96 15.5 13 Power Ped
186+78 020 27 Telephone Ped
190+67 016 2g Telephone Ped
192+57 0l l 29 Telephone Ped
194+32 Oto 24 Telephone Ped
197+49 16 24 Power Ped
197+51 007 23 Telephone Ped
200+91 XC/621 25 Telephone Ped
200+92 001 17 Multi-use Pole w/ Guy
202+46 8301-001 20 Multi-use Pole
204+50 002 6 Multi-use Pole
206+31 003 13 Multi-use Pole
208+55 009 24 Telephone Ped
208+88 00~ 22 Multi-use Pole
220+86 8252-001 20 Multi-use Pole
239+85 8273-020 25 Telephone Ped
244+80 017 25 Telephone Ped
248+47 013 21 Telephone Ped
251+50 oto 20 Telephone Ped

POLE DATA
Project: SR 1136 Skyuka Mtn. Rd.
County: Polk
Owner: Duke Power/ Bellsouth
Pale 4 of 4

Station
Pole

Number Dist. From
Center Present
Road Dist. From
Center Project Dist Center
Project After
Moving

Remarks
Lt. Rt. Lt. Rt. Lt. Rt.
256+71 i 24 Power Ped
256+73 004 26 Telephone Ped
260+45 8201-065 15 Multi-use Pole w/ Guy
260+45 14 Telephone Ped
262+28 8201-066 18 Multi-use Pole

SR 1136 SKYUKA MOUNTAIN ROAD
Proposed Fencing Around White Irisette Hab
White Irisette Habitat
Total Acreage in Cut and Fill Slopes and Shoulder Points
Total Acreage Cut Slopes ,_ ;A2.67,~
Total Acreage Fill Slopes _'.~,~1.03 a
Total Acreage Shoulder Points __..0.2a^~
Total Acreage In White Irisette Habitat 1.04
Total Acreage Not In White Irisette Habitat 2.94
Total Acreage At Points of Interest

~~
~o~J
-~. u~
Q
I
5`'/~
~%
a~
o.
i
a
~;~
,,'r f,
S tou
ii~~aj~
I ~~
~ !
~~
I
~ ~ I
I ~Z ~: I
I':
I
II:•
I ~+
I r
3
r ~_ , ~
II
II ~ ;
~~ ~,
I'~I~ ~~
~~
i~
L
j ~~ ~ s
vl I
~ ~
f ~
0~ ~
.,
I' J ~ ~~
~ - ~
~v i i 1.
'• ~ ~ ;®
+_~ ' J
n1~~ ~ I '
7~ ~ ,~
R.F~,~C~3 0~ x,a 1~cPr, G
~.. ~I~ ~I
Y
t~7
~K !/3~ f~
5 KYUI</~ M TN R ~

.~
'1.o~v

S/~ i~ 3 ~ .~~ z
SKYui<F ~rrl. 20.
4 W'r/F
}.-_.__X~7C
CVO, CSA
W ~' 1-. 5 u X ~o ~ c ^' ~
...~ J
~J
2 ~~~
~. °la
_ ~~
~m~
1
N~ch Po~Nr I ~ ~ r~rz
ip ~ ~
'
vi
i
~
~
~I
v

i ~ f
'
~~ ~
i~ j
I /~
,
i ~

=~~~ ~~ I
a" ~

i

,i
i
i ~7
li
oI
I

5 toJ

~%
4 to
n
~g
a go
.• n
--:~
+ 1 ! L ( ~
SK4uKA NYr~ P0,
~ I -©-
Q I ~
9 ~ ( ,
~ F 3
I .
I I :o
v~ , .
/,-=( I
I ~
I
~I
'
' ~~
Glh
JRCh
1 ~
--
lZ ' GP,F'/~~
~
tI } '
. I Z
1
I !Z /J
I
I

f
t
I
;
1
9
~ I I~

566,0,1 ,z (
~;c3~c, s~ ( .z rz I ;
~ i ,' lo' GZh~/E t.
i ~
'
~I
~ j'C~G
U
~
'
,
r
~ I ,
~ r
'
~
I `
tIF
.
~J
~
~ lo-:
i
i
1 ~

_
~ I
I 1 ~
I
`
-~
~.
~ 4
~1
I I
9 ` ~ j
I
1

Fl
I I
~, lt,)~, t!f

v ~~-~~
D ?,
D F~

W
10%
(o ~o
~ yo
~ yo
~1 ~o
~ ~•
~ l~
/~
~_
--~,
1' SrR:.
3o"x~g-, c
REF:.ac
~,j ~ , ~." C u f
--~.~, _
2 " sT?~~~,
^2'xu2." C
~P_ ~_r'c
LO~V
( !~ l3 i
I I~
I ~U
` I ~
~~~ ~~
~r;~ ~~_
~ ~~ IB
n~ -~-"' I
~r ~ I i
~,I i3 '3 I ~
,4;1 I I
~, I ~
,,~ I I ~
~I I
~~ I
tv I f u~
~I I ,
(; ~ i V 6C2~c3zG'
P.
Y
~:_
~.% I +~
u I
...ill /i .~ cr ~%~ l
5K`j~ICA f~Trl. nl7
,~~ =5~,
Zi;~tG
~l'J~ ESF
Y
IS1ar~

W'
1 ~~b
IU°,%o
~_ ,
2 5 five i S~. !l3 ~ ~6 6
~ I S I SKY u KA /nTr~. RO
1 I ',
I
• I ~ ' 3
Q ~ ~
I ~ I b
~ I ~ •n
~ ~I
~_ I
~~i
I~,,I
~ 74~
~, ~ r 3 I
~ ~--~
I
I
~')
~~
u
I
I ~ ~ ~~~ ~ x 5 ~ ~
~e
`,I I
~ I
I ~~I
1 i i iv j
.y
•i ~ i
I, I
~} ~~ I ~
,_
goo' EsA
~, ~;
~- ~ ~ ; ,
/~ -~ ~
I. I~c~~ i
`' I .
~ I I
I I
.~' Z. ~ 1
I ~ __
I~
~~ I:~~ i
'L1~"14
I
30' x ',p " yr,1p
~~~ rr-~'
~~'x ~~ Cr•1P

/"~
. I

.I I

I
' _
_f_
-~ I,
I U
I
~r ' u
~1 is •I ~ u
. I
._ I
`
~
.`~ I ~

-~
f
11
I
i \

~,
I I r~l

/oho
/D po
~oo~ ESA
C~ ,
3ofoo ~c~ /13Lo P~ ~
(~e~s I
~( i I O SKYvKf~ ~~ ~~
~ ~
I ~
i
I~
I r..~ Z 9 * 3 ~
_A ~ I
I -2 GR'~~-
I z ~~' ?90'1 3o•X IS R P D~.-~ P
I I !l ~ z't 3 < (o
/ ~ / T~
,~ ~~ 3• St~PaM
~ I e ~~+ t
g*ti~, I, I IPA-- y'~ Cr~~
~ s o' x
i~ ~ I RPP~ CP W;~~n ~C11L~
,' I ~ ,
~z 3 I
~ r.3 I
I
I I `-~
~, + ~ ,
~

~ ~
p
f
" ~ v
~~ I I
~~
S6~ a ~ ~ ~
Z'~~~~~' ~ a "~L
i ~ ~'
I,
~I
~Ii I
~~ I
I
.`
~~ I
I 0
.~

L ' ='
I ~
~ ~

. `~
~~2
,,
=•'~.~~~;N `~ ~~

a'j
~ .~
i"
~
.
l% i
zs+ ~o "`
_ ' "
' J, i
~ o
L~
a
~ ~
I

~,
p
~
is ;~~
?~',~

'I r
1 oL/
e
7%
l o%
~~f°~s
/---J-

_~
~ ~~ i~ c
Z
~Q~
z'~> ~ ~o'
~5~
:~,ic{`
'I
I
~ 3
_o
~~
~~
a ~ _
I
I
I
I
~E
~~
~,
J
2 I `,1
'r~ /2 ~
I•
Q
~~
r`
I
3~ 0
i-! i~
,'
~ O
~~
~.u
i
~~' I
~'\~~
o r, ~ I
3et~~
SKy~ i<A . K~

yot~fl
~ ~ I ~~ ~3
~~ I i ..
~% I I..
I 1~3
~ ~ I 'o
~ ~ ~~
JI ~
'I ~ ~ B ~/
D ~ iZ Q I
i
J~ I
I I `^
I '~~ I~ ~ z
~ ~ ,, ,
I ~
,n ,~ ' 1
al •\.
Jr ~1~~
~ i., ~
~I
~-
~ r..
o
7 /o •
~ ~7
~L i
i
c. ~;~ Q ~
`r, '
~I
,I
~ I
•~ ~I
I
~ ' ~ ~
~._
3 ~~ ~
~, r
_~
~, ~ ,
~-
,l
~- ~
7°i, ~~ I
'~ ~I 1: „ , : ~I
5 i i J)
S~ /! ~~ pub
SKy~Ka Mrr~. Rp
.3~
3 i J ^ -- -
F.5 A
y\
\'~.
2 ~ S I REA N~

J
J~ I
I I ~
~ ~
i
J
~ ~ I ,, i
I
~ ~ ~ ~.
rZ (o '
I ~ ,
I
~~/a I ~
I
I /
`. ~
,9 I ~` J
T~ L~~ R 'i i~ f I I ~.
~ u i
I ry /o i `-
~. i
~ ~~ .i
• .i
T i~
I
I I ~!
~ _~
~.
=1
i I~
I 8
'( rk31 ~d
` I I _~ % _
n '
__~__, ~
I ~
$yo ! .I ~~
„ ~ i ~~~
.:J
i
I
_ ` r7 ~2
,T",
i~~
,`
3 ~. ~~
,J,
1~, 1.~
~'D 7

~c
~ ~o
~~ ,
~,~ e 13
2~~3.~0
~~~ 9~~
IC`p~ ESf~
so foa
( rr !$
I I~
~ I I'
I ~/
j I:
,8 /
/rya / ~~y9+r
n ,3
I
'~ /.i
~ ,
~ ;s
•`
~~~o
~~
~~
~'
a ~~
` a; ,
~~,+?
!~ rl0
~_
,~,~
lo~ As~~'c•~T ~F ~ , 5~'° I,
,~ z
i-!O~ X i5 R!' ~~ o ~ .
p,, ~,r ~ l
45rn~'
~,~~ar ~ ~
~"~
~ ,I
-~ J_•
~J~
~~ ,.r,r
~~ ;~Sfc~
.~,
S/~ ~13G~/o
S~y~K~ (rt~r1. R~
~~
~{D X~`~ L'M~ ~ r J
g~~l~ rIP4~~.1,n a1~~~^d ~J~II
_ \ p„ ~o,~ e ~ 5 %d e
` \ t~~rc;~eG1
\~
~ S+rPc.r1

j sst-co - std /l3~ ail
T ~ jsr2 ~
J, i ~ 5~<yuK~ uN. 2C
qqo i I i I
~ ;i
~ I
i i ! ~o
~ ~~
,i
i
%" ~~ zo ~_
l ;I SO x 15''C("~2
~~~ ~ P~oP osc
I S 3 ,~ 5-
o
:I
i
,.
a I I~
~.I~~ 53
I II zo i
,;
.`Ji
°?u
'I
.,, a
~~~~
I n
~.~~ ~ ~
~~
i 5z I
r3 I S
i It i
I 'I I
i
~~ I
~'
I
• i t
~o© ES,4
o~ i
~I ~ ;~
,~, - - ~
~ w w~=~
~, ~ ~
C ~'~ J I
~° ,
,5 ~I
`r' --= ~- G~~
~~

0
~°/
IS%
~otco

0 ~ I~
.~
J ~
'
":
_

.~ I __
~ J
I
i ~
.
~
.,~

' ~ -
~
.~r~
~ ~ ' ~
p ~~
`J ~
, '"~
_
~ _~l
'.^' I
~,, , s 9 -~
~,

~ i
I
(' ;J

I
.~ I t,
y
_:J ~
,I !
\

~JI 1
`/
+ ~
~ 5
U /3 ~3
.~ I
'~

~~~ !
~~~ Z ` 57P.F~1 M
I ~'
-• ;,`I I
15% ~, ~, I
.~
,~ I iz t7
"~ , I
~1°io y:_ I i.
~~-~,-' i
`^,,
.1•:
~L.
~`J ~ I
',_
.`_ I ~ ~
~ I ~~, , i
`"I`~I1/C
S~,-io
~v~ ~, c
~1 ~ Cr ~ ul ~ [~'=
I I I
~ I i,
.~{ it ..C.- "
~ I{F I i -
:. ~ y~7'~
~~~~'~ ,v" C rte,?

~,
i ~r
~ y ~o
9 7°
I ~o
p j, ~VV ~ S~ //3~pa/3
°" I L
T I I~ SKYE K~ ~~'~ RO
-~ , ~ a
I
'.~
`I ~ j Y ~ Y
pry ~;(~ 16 ~, r^ ~,~; ose -~' --'`
Q.,. Id N~a~ X011 c,+ z~ 1~1 a r~f j .. _ ...
,'
~° Gravel qR - ---- ~ i
•. ,
r , ;~ ,
~~:(,eoad T;~ =: ,;, ,
Rcf-cla:n~Wgll ~~ ~ I~,_,,
I \ I I/
~ I _~, ~C:o ,/
.:lo GRAvE~ p,Q - I i~
}~ro('osC~~ 3~~ ~ I $ ~~I~~PE 6 ~ `r~
pw P~Pe :; ~5 ~o ~,_
Z ~.... =
~;
. ~, ; ,1-~
- ~ ; ~-I
~I ~.
~~I
~ ~ ~, ~~
I j r r 1 ~ ~ ~---'
t ~--i
- ~.
I I ~:_
I ~_...:
6 + 3 '.
I I \.
!~
'.
j I I ~
~ ~ li
I ~
'~
~~I I ';~~
•L
~ II I
I ~ ,t
_ I
~' ~ `~~'~
~oo~ ESA
RePIaGC 35~ X ~8 ~Cr'P
~o' ?' ~S`r~'~P
6 I p ~ ~ ~~,
I e rc.~ e~1
z
0

~~
io

? a +CO ~ 5,~ ~l 3 cD p~ T
=` ~ i~ 8 ~ ~ MrN. RO
• ~ ~ SKYvK
fCb~ ESA i ~ ~ ~
,,
i ', ~
-ool E5R
1 ~ Cm° .,
F;, /•.
/ ,~ ~ ~, ~ ,
3 ~ `!-.
I
I ~l ~
ITV
I ~•~ 5,
• , •,
i Y Rcp\ acc. 4U x ~~ G Yr,,
:i
10
J,
~,
~=; •~:
i=- .
I~
~•
i i i \ 1 As,al.~li DR.
u ~
/ ~ 1 w=,11s
• ~ ` I~jln 1C1 f\C~.
L JJ
•• ~ ICrC~l2i~
, _y.
I~
I rl.
~~~ i
~'---~
'I ~'
o ~ I~~

i ,.`~ ;

-
,~ ~v

I ~~
~ ~
~
~~
,,~,
,/
;~

c i
' ~:~
. ~
~
~~
~ ~-
.,
-,
1
I r I
••J I
r /.^ S t n~

~ ~~~o
1~p' ES P,
•r~-w
ro r3 i~J
~w
I\.,J
~ ~`Ll
~` ~ ~\L
I ~ ~ ~~
I~
..5 /t //~ro~/~
5KY vKA MTr~. (.'p
~~ _ ~
to%,
_ _ _~ lE~.a ~~d n c s~ ~t
~" GU,lol Ncgcl '
~ w... ~wA11
Pzr~hed
~~
;P1gcc 3u' ~~~'~C.r;r~
~ 1 ~ ~' ~ ' x 2 `t" C Yn ~
' ~`~:
~ 7 . `('~
1 itiz~`..,
i
L
I ;__
t ~•. I~.
'I I' I I~,
't I,_i-
ii ~ ~ --~
1i` I L
I 1~.-
1 9 13 i, _I~:
~ I`
1 ~ `y
n ~ ~ !~
~ I ~ Z ~ i j ',t !~
~ i,
~~'.
~ ~%
I ~ '~~-
,"
i -'
T I ,y f_i_.
~' ;'
~~7
I
I
_~ ~
L I ~~~ ~
i
i •\L
~ •. i '
~ ~ ~r
i ~- ~.--~
I- I ''~ ~ I
rL~ T~

f
~ ~o

n
5~ i ~3~p~ ~
sK~vKa MTS. P~
~O ESA
~~v
,I,.
1~:~
I U °r,

Re ~c,c c '-io'
Sh•~~~,<F r~ITr~ i~~ Fr7
~.
c} wq\\3 Perr~ec
~. ~~
~~ STRE~r.~
.~,
~~~ ~ i
~ I
~I
I
I ~
~i:%
7 ' '~ . ' .~ L7 ~
,
\

I~.1 ~
_ ~ ~~
~~ ,
'~ _i_

', ,i .

~~~

1 r,
1 J
I
,, ,, -' I
7 ~ r»

-I
~~
0
7~
~,
85-f~o 0
_~~ ~g'I
~~ ~
I ~
-1-1 ~
~~ ~;
.~~~'~
.,~ ~
`~ i
`-` ~ g >:
~~ i io z
~~
T'{FV ~ 3~
Z')C ?';~ 'o ~
J ~
r
~,
~`; ~•
r, ~ ~ i
II`
'
... I
8-~
~

-- i
-. ~
. ii ~o ,
,I
._
~
:_ ~
~ ~
.;

:~
a.
~:~ 1~ ,
~~~, ~~

~~
' i
I ` '' '
~;~.~~
t
~o
s
s,~ ri 3(~ P~ r 7
SKy~KA ('niN. RD
~\

CSA
\~ sT
. Req''1
\\~

0
~~
7 ~o
_~
90'~~' SR 1/3~ lS
~~,z I_ ~ ~
`L) ~ ~;~ 89+$5 SKy~I~A Mrt~. RrJ
PR~PJS' 5~'X 16"CM,~
~,~ i .
,_, I
~I
.,
` ;I
~; '
6% ~ j
i i
_..I ~ ~' f~ i ~~
_. I
U I I ~.
~~~ I ~ ~ ~ -0~`ESFI
't~._ ~--
_~-

'~'i I
/
~.J ~ ~
~,s ~,
.9 ~o ice= cal,
7~- ; 7 ;,. ~ t,v i
/ I
I
~ ~
V~i /~~

/ ~
II
I /
' I
~ I
I
I ~f ~: ;; `
j ~Stv~
. ~~ ~ i .
i
~ j
wCT ` ~; d 7 I
c~E.~~sh~F. I ~: i 1
5~ ~uc,i I
I ,
``II
EJ ~~ I ~ ~L
4 ~ ~~
4 ~ I ~I
~ ~
I , I I
I
1,~, I~~ ~
~,,
\`_ _ ,
,
~ ~ ,~; ~
• - 1~ i '
;cam 35' x -8"c-'~~'
3 5 X 2 `1 '' C rr~?
~~ .
100 `sP
I ~~ ~+/~cti~~
I I \~
~~ ~ • • ~
1~~7R~Ar1 ~

Stt,~ S,~Z /J 3(~ P~ ! 9
v ` S Kai uK~ MTtJ. R ~
I 71
~IU% ~
~e \ cc ~1~~x~~" CmP
5ti'•'7µ~ ~ ~ ~ -1e4 ~ ~
` ~ l,u~~h 40' x t8'~ C~'~~
v d ~ ~ ~C'jt..ilcl~ 1-1°o,c~wa~~ `(2t. SicJC,
14°l~ ~4 ;1 ;.1,
~~~ ~ I ,~
IDU ESFI
~ ~
~-
q .~
~99 ~_}-
1•
i ~ I~
~Q
J
D '
.~.'
93 I ,

~ ~ ~ ~ ~~_ ,
lll
'
i
_.
-
' i
I
._.' i ~
.
f 0
-~ 1
~
~
,
/
I
. ,
i~ I,
'
;i . 9 Z I

"=
i
I '~

4 ~/o ~--'
-~ I
•
.'
I
_
~~,~

~
k
t
MP
~ ~
I
5~
`x r
t~~cp~,c~d 25 x r~3 ~~ l-lpPC-:
,
i
C
i
Zo
.
7 v~a ~
~ I1 I ~ -
Repl~c ~ _ ~ ~

.
-,.~ i~ n i'F-
.._
I
~ _
-.~
u- ~ l , '
-- I

1~ - ~~~ ~
I
~ ~ - '_i
II Imo.

Y ~7~,',~

,
~ o°l°
/00'rOD
r ~ ~. I~w
I, i ,
~?
loo` ESA

~ ~
i

I I

~

- ~-~

99+~e

i ~~
_
,~
I_
'~ ~
~ ! ~
~~ ~ y _
f ~
I
,~ ,
---- ~ ~
~~I
~~
~I
~~
~oo~ ES11
~~ ~I~`~
9~
~ ~3 S'
I ,~
~ ~ ~ 5tr rn, ~ _~ •
. ,
~•1rL-:
,~ ~ I
.~.: ~
;l
`i I~ ~' I
;~~.~
s~ ri3~Pazo
5 KH~ KR Merl. RD
~.. 5 U' x ~ 8' C rn ,°
1cl t{EAO " LNG ~,,>Ac.c,S ,~T, 5~?c.
Pcrc~e°A
~o' Asetia~4 0~.
i" '
~erc~.ec~
.,~ ~ q ~
~oIV%
o
-- ,S;Z - i
_-
~~-
~ ,

~
~_,
,~_
,
i
,
.;. ,
.Y.
~J
~
J ~ 90~.~
. i I
,, lZ;o l
_ f
.`~l~ ~ ~
_ ~
i ~ ~
,
I n `.•
J I ~ iI
-• t

I
'
~1

~~ ~U~

I~ r
i~.°lo
17.
I U °la
l o'l~
:(- ~~
-~~ .,
~~ ` :.
i . ~>
I~
I /o
I~ I I
~ -T- - ~~'Gr Or
:~,,~'
i
i
~;.
a~
{r
~~I ~ ; ` ~ ~
~(~ I~j1
~; i i ~~~
~ ~ 'I
~o ? ' ~ I
~ 3 G I ''"
~~ i
f i
l~e~,l~,, c 3v x 18~~Cm~ _ i ~
W,~'~ ~o' xis' H~~~ ....
i~
i~
_~'. I t I
~ I
~ '.I
~~ ~ I
_ '` it it „
~ '
~ ~ ,;
'~ : I ~ i ,
i ~I
1 I Il
1
' I
III
I I ,
/ ~s~
I~
I
~~
.i. ~
-I
I
CI
-~ ~ ~:
.. I r:;
~_ I
-l~ ~
~I ~
.I
5~ 1 ~ ~ ~~d-' I
5 K'-I ~ K~ ('r,l-rl . R D

' rlotuo Sf~ /13Lo P~ Z z
s I< i ~ K R ('~1TN , 2 0
~_ ~ i
~~% Q ~ t
YI ~
~i i
.~
i
~ ~;
,~
`y •, rc0~9o
I
J
nU ~ I
U 1 I (
i
W i ~o ~ ~
~~ ~~
~,
~~ :~
of ~'
~i
,` I , I `U I `
,.1J~l~/Z I T
~J~ ~
i
i ( 1
~ I ~;~
. \- / I 4•~
fit', i E .
3 ~ ~ ' (oo'ES~9
c, .i ~~,~
~~ ~i i l1 i0f
~ ( I ,I
IUv/~ ~~\1o~ce ~5~~3~ cmc ~/ (I (I~ I
Wit., 37~Y ~b'Grn.7
\ w 0.~ F~t~ .. _ ,I ( } SST ~I~{``r )i~l, '_ ~.~i=! _-~_r_` _ ~ >: . _ i/" _ _
1 PN r ~,1c~ ~=-
1 ~ % ~ ~, ~~ i I `7
~~- . ~'
_~_' ~' ~ 3 ra it I~
/o5to?

. ~ i~s~~ Sp ~13C, p~ z 3
~, ~ , ~ t,o~o ~ ~
;~:. ;~~r'iae;~ s~;-,!;r:, SK`1~1<A /nT,v. PD
14 q, ,
I
~~
~ I iQ `~
I ~, o
J ~ I ~~ y
~ ~ ' 1~-~
,~ ./ i
~l~ ,f,
i~ i6 r3 I~`'
I U
~ I
~~
~ y ~~
~ I i
,r ,:..
1i-~3o ~~ ~. i
ly 11.. %
1 1
~ I ~
L ~ 11 ~ ~
~~/ I ~ ' 1
I
~,
~~ I ~
\.~' I
U
~...1 I
_~~ o ; ~
-~
.__:. ~ I
I ~
~.~' ~~
I
~~
1
~~'
,`-' '
~ it ~
~ I ~ ~ ~ ~ I
`-' i - I I
" ~-~ I
~--` ~ I
~' I I
,~~ ~ ~f
(~ I
o. i
~~ ~~ '
I ~' I _!_.
„n=o~

- ~~- '~
0
y°/
0
~ ~~
~.
.,
~~i ~
I y °/~
-~l --
/Zo1CY~
( 1591
~ i,
I
9i I
I ~
I
I ~
i
a! i
~. I // ~
~~ ~o ~ ;
.~
~~
.~~r -l
i ~
Ilo~~~
i
I i ~o
1- i
~'
I
I
I
'+i
I
I ~
= li
I
I
I
1 ~
I
~ I
i ~
It ~ _
~%
Sri ~ ~ 3 6 P~, ~- `-~
! S Ky v Ic A r~Y~
I
cc
j
s
~f~ t
~ix;i~~,
Ir ,tc, o
'' 1:,
•`:
~~J
•'~ _ 'J
I;
~ :/
~J
`:J
'~ '
`_J
` J
~ i ~ '~
-i~~~7+
I `-~-'
~.
_~
~~
~~~
~,..i
.!~
'~J
~.~
~~li
~~
`_ ~
~ /
~_/
' ~~/
~l
ICJ
1,
:i
~/
I U
'i ~~~
~,
,~
inm ~l
~t`,,~
,u p v g c y v' x 1 ~'' C 7n
c
~D

r 1
~ ~o
~-
8 ~o
90
V
y 9~
~~ ~ti
a~
i
TY. I
z~x j'Y>
ray+oC ,c
,I
~~~,
SK'1 UKA CniN• RD

~ _. , ra3t9o
~!~ I ~ I ~ F~oPo~x~ ti~ x -8 Cr~P
~~
~ ~ :I
~ ~
.•i i
_ ~.. i
~_~, '
;~L 3 ~
_ ~9,z
i, ~ I
-
i! ~ -._
~.-
.~
ESfl
it [ ~ ~ ~/, v^1/
:,
I i
~ !z '
~ io ~' •~
- I ~ `
`~ ~ ~~
~~ ~ I ~~
~_ ~. I ~
~~ ~I ~
i r' i ~ `}
`~ I ,; t
i`._ -7>
fl ! `i.
- ~
~_
~.
~ .
~' '
-Q
'~7 ; v~
I. I l: ~ I
9 'CO
f~
rl f i
~~
~~
i

_~ ~
L%
~_
.~
~~
~f `~
~~
v
~;'~
i '/
_.`k'
l30
~q
I
~~- I
I
:D
-I
.`
f o0
io t 1
I
l
f
a
~n
S/2 / / 3!0 Paz ~
j K'~ ~ i< P, MTN, 2 ~
. I
I .'~ I ~
I a ~ ,Y ,o
~
I ~
~
_ ~
~ ~
i i i =
, - ~ ~o'SOrL iR
~ I ~ ,
,'-, i
~il

..
gal

~ /
%..
`
~~
.
, ~ ~
~
.
~
!
~ rz ~ . r
..
_
,
~ ~s ~l' T
,
o
,'~
~ ~
~ l
~
w
'.._ I ~l
.
~

='.~5"X r'

.W
. I
I
i
v
LL
I(Z
~

`~
~
I
D i
~ ~
~
~~

~„
/n
~~ rZ I _

~'
~ ~
f~ ~

I

i
' l ~ % ~, I
/ZS-`97
~io~ X \a'~C'r~;

~ ~
5%
5 .;
,~
I a P~
2 ;
v
6~
6 ;~~
~I
/ 1500 ~ I
~ f ~! 8 1
~ I.
~~ ~
_~ ~ ~
~I I
~~
~~
~r:l ~ ~~
i
SR I13~P~z7
5 K~ ~ KA ('STN . R~
~ ~~ :~
~ i -i{-;
i ~:;~:-
i ,r.
~ ; ;:~:
~~ i,
' ~ I
I 'I~
~ I ~ ,' -'
i
I /3 ~ ~:
,:
I rr ri _ ~
'~~ : i ~ `~
' i I'.~ '
i I `~
i
i I ,
r3 ti `;
/Z~~ ~-
~ ~i ~~;
l
l I - ~
~~ I~ , I ?,~- 5 OI~~L,~l~/C
~ ~~' ~ 5
` ~~'
\~~ i - ;
.-~~
~; 'h
-~~
-~
_c
~n
I ~- ~ I
/3~tc~

~~
to ~,
•. ~ ~y'1" S ~ ~l3Cn ~~Z 8
f 3 !7
l i SK`1~KA N'~Tr~. (~~
~~ ~ ~
~J I I
~ ~ F
~ ~ ;p
~; ~
l~!~ ; .:
_~ i
T,,~ a
~; c +50(~ r, ~ Pro os ec~ 50 x 1~ G'nP
F
i'_3~~1)
I ~
i
J
I ~
~ !.:
I !1 ~o
L
j, ~
~ ~ ~~
-r' ~ ~.
i.
~ f ~
!o/
`~
U
q
,I
i •~,•

' I /~ 7i ~ '

~!J
~;
~ .
1 l I
`Ll

1 1i ~ /
~~
!I O

i ~-~r~ 3 U~ X ~ 5 ~ F~ 1~
`
J _
' l
1
I' -
~J
~~~ ~. I, /
1l' ' /-- -~ ~ IU
1c. ~ ~~
`
'

, ~ ~
s ,, ,

;
J~ !
J

~ ~,, ~ ~,, .c l
l?~ tv~

• i~stoo S,F l/3~ ~~. Z 9
r . ~ ~L ~ I J 5 Ky U KA MTr1. 121
LL
7qo '~~; ~ l ~~
~ I~
I ~
~,
. ,
~H41 + IS
.,) `~ Propc~~ yo !~ ~a ~ CMS'
1yHtoj ~f 2 ., ~.'i
~~
I' I
~ i
I i ~~
7(0 ~ ~~
1'/? ~~ D Li? ~ J
4' ~ r
ti: ! ° ~~ I
'• )w:
i'
/o ~o ~ p
.; ,
J'
~,
~~. ~ '
i~
i
_% ~y 2
I IC ri ~1
1 I ~ EY
' I i
I
~i
~I ~~
:_~I ~~'
,,
. ~,
,f i ~~.3 _
~~i
i I
~.I~ I , ~ ~
._~1l' ' ~
~ ~ ~
/o /o -~
r,
/-. J'~0~

a
I' ~ ~ I ~ SKN~KA NlTN./~0
C~
~cplacc 3s'.~~~'~c~,c° - ~
~~~ Ul~~`n ~J.7' flV ti~frri~ I ~,
-L-. . ~ ' ~ i ^~
I ..- rlvGWnv1 ;1'~CC L`r~~ Mn~'{hpWr~
'~ _ ! pFVED DR F_rv1L~ ~~; NSF C.u (5 f~~"
7/ ~/~
° ~~rc~ e cL % ~
~_- ~~ 'r
~~ / n
J -~ ~
i
,~ I _
//~~ ~ r ~~ -
~;1~.JQ~x~j'~P.:' i Q
Pf ~ .,. ,
~ 5 ~.
~~y prv 0 v ,_,c
.~+ I
•7 rr ~
~r
~~~ ~,
~•
`J
i ~~
' I
~ ;Y
y
!~ ~(] , 1i
' ~ 1
I' °
,.
,~
I~~
•.L~ ~,
r,
!=, '~
~ i J `rr%
_ j L
i i~ ~
I
j I ~~:~
~,
s ~ ~, i
i Iu
.~ 7

•
I/ ~o
I! / o
X190
`~ ~o
~ !~} l:N
1 ~o it t
I
~~I ~
~L~II
~~
J I ~
_r •
;~-, ~ k
,~' ~ ' ~
,:'_;; ! ,
~j ~ rr ~ i
,J I ~
~I
•.~ I I
..~ i
~fZ (l~~o~~~ ~
SK`ivKF f^iN. RD

1
~. G,2aY, D,2
' `=
`.J ~
i ' .'
i
~~~_~ . /
,/ I
I /
~ "
.~
1
`5 ~s .
~

~rYy i i
i -
~`~`J ~ I /
~ :t'i ~
io G~~,,,o ~ _ _

-
~U•
p~ -- ~. ,

^,~

I ~

. ~'
I~
•,~
, . ,~
~ ~~~
~ ~
%
i
~
,
.~~ ,`,
eon _ '.~_ -'"'' rZ I ' ~- I
~
p ~, ~ ~u~ Q, f ~°
~ ~_~
,., ~
,r
~
r~
~_.. _
~` ;~, N
~„ ,i 1
r ~
~ o
.
\~/ {I
~
I ~'
I ` O II ~ ~ ~• I
r~ ~+~ ~

r
v lloo ~ ~ !~ (l3~ Po 5 ~
~Ig/ol:.
~o%
~ ~ ~.
~=~ I S
U I I ~ rt
v I
I
Lj
~/ l
U
'J I ,
U
~ /5 9
,, iq~r i'
`i I:
I I
I
/I
~ ~
_7~I` C r5;lo, I ~
~ /q I S') t , 9
it ~ ~ SO'Xfp"`C/tilp
.`j-,
`j I I r~EPLAGE ~fO~X/~"C~n?
~r._
t1
~_
--- ~ I G-
`~.i l Lr
~~ ~F
~/S ~ ~ .
I~;o I
0
~~ ~
:~` ~ i
~~~
s~a~. 0 ~ ~%
z',t ~ .,r~, ,
~J I ~ 1
lRor10 ~~ I I ,
Pu/ ` .~
~~,. ~ ~
,,
~..'
.~, ~ 1 s ,
~/ ~--- ~
l ___
'-- ~ ~
~-' ~ I
r-
~~,/,
,~ `- ,
~~ ~- i I
,,~
~~~ I i
~.I, I `J ~- ~~I I .
/~~1~~

~~' IrJ'_ '~G
' ~ ` L, SK'{uKa MAN. Rai
-:~
~; I ~~i
~,~ I ~ ~
a.l ~ ~
9/ ~, ~ 3 ~5~ _ -
~~ ~ ~ -~
t
i,, ~. ~ o
N "~
.~
.~
J/ ~ I T STFRT Gr,B~/?N BFisJCSTs
1 I I
~} ',
- I :I
_ ~ ~
~I '
I ~
~`_
`- ~ ~ ,
._f, I
,` -~ ~
'~-~
`_~
s ~ a ~~ I ~ ~~
z"Y~~- ° I
~$~
~~
(~ Z .
(Ic ~~
'I
'~ li
3 ~J ~
~_-:r I
~~~
0~ ~
,` ..~
_ ,
~' I
,~ l
'` ~ I
I
J
~`;~
I
~ I ~~ ,~ ~ I
~- o ~ o

9%
MAY PosSigL'(
~E Couw~T4,~
v - ~ - ~ ~,
~ y
~i! I' S Ky„KA r~~ ~. Ko
~ ,,
~~ i,- ~,
0 ~ `, - ~ ,-nom ~~,
~c~
~, - ;
.~ ~, ,
~ ~ ~ E5~
N~ ~I ~ ;. '
~ ~:
~ `'
iZX 7,p~~~..~~, ~ ~IG a ' 1 ~ _
_: - " ~ f
r rlr_
~ ~ ~ '_L:
,~ ~~._~. ~.;I I,
~/ I \,
a ~~_ ~-f3,,.o,
~ ~
H~ Gii~u.~~~
~~ ~ ~ iL~~` ~,
,-~ 1 J •~
~~ ~
.~
~'V'I. _-
J _ s.
~ I t ?_ `1
~---1'
I 1
~ ~ `. - '~
~,.i ~ ~ '~
I I I I ~. ~__ ,,.
t .: '~'
~,~ ~
`-~'
~ ~ ~ <<„ ~
Il, 5+co ~`

~}-
.,
:~. .
``((.
_~L
J
~~~-~
~S~
,~ - - _.1- _-__
ter; tr~c.~ ~ ~ 5
cR~ ?' SK~I~ KA MTN. R~
C~`N%t~i~ D%~
4~r1'F,r?" /SAP
REF~cE ~~~ ~S~' NDPE
r,;1 ;r-,
~~,.G.
GRAVE L
?f:C ~:S
~, „'x r5"
~~~=
I ~~ '~ ,
~~~~ ~ ~
If ~ ,~ ,
c,
K
1
I~

i
~ J
1 i ~ 1~
0,
~
~ I~ I
'`
' •

~' •~k
~~

~, `
I J
~~'Xl'''C~

~
! i '~ ~
..
9 i,
r. I
Y

~ I
I
I
.

O '

~
I
C
~~
~.=r~ __ ~L-F _ _ "
~o'~c i5~~ Cr~1,°, ~ ,.
R~P~Cr ~}~ : 1~ G~!~

~_
-_
''l~~i_ _
L.
D,~ ~ ~~ ~ °~,, . ,. I 4
~' I ~ ~ Sc 'x3';!~,
J \
I
. J~Kr '
_._ ~f ~
-- ~ ~ ; l
~_~ I
~~ I
,
I i
" ..,~, ~ ,'r i',r
- s.

•' I ~ ~ .
` _
,
\
~_
~
~, /
9 is ;~~' I ~, .~i~

1 ^ ~~

~~.~~

' ~ I
~ ~
S `t"
~~ ;

I `L
,
,

- -~

~~-~~~ I
'_ :.PC.. ~ i"

~~
~
~
~ _
~
~
'
l
L ,
_, ~
,I
t
Y,~
\~
~.'
~..i.. ~
I ,
~r~
\~
U
`<

' ~:~
,
c ~ ~
~
~ ~
~.
fl ,~
„ ~
:
~
~
~~
~-

~._

~~ .

`~
J
~
11 ~
1
•
`J~ ,
.
~~
~.: ~ 7 7
~Jr . O .
~i/ ~

~,X, ,, _ ~

U

``J
/
r
= ' /
~ ~;
~ ~; 1 "!
_1_ \_l ~
~% ~~:.
~ I
i`

,~
f`
IG'! ' -JI

~ ..;
_~
..~
--
I :-~ ~.
\ ` \
~''.~~1~!~r_
~'
i
~.,
~.
;°
~~.
~:
SR rr3G p~ 3!~
SKyVKA MTS. RP
_,_~,

U
~%
l:_
•L.J
`/.
~
-- -
~'~!r;--
~;
:~

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

i ~ I - } V Jlc ~~Ja ~ ~ - i

~°~~ ~ ~
,
~O~GR OTC
I ~~
/
_ _
Y I /
~' I ~ U
,
L.J
~J ~
~i ~ I ~ LJ
~~ ~ I.~\~
LIP
~_ ~I~ ~~
~
i
Ott `i~
~ ~ ~
~-
~ ~' ~
i _
~T' ~ i 0
~_:.~ ~ a
~

~~ ~ i' \~-
,- ~ ~ ~
J
~ ~ I
~._:
F,,
J i G~ ~ _~J

~.i ~ I ~ i
sG~ z'x ~ ~ v
I i ..~
-
I ~ l
•
-~
~: ~ ~ ~ l
I ;r :.. -F ~U ~~
~ I ~ '
~
.
~ i I ~~: i~
~ 1a `~,~n
iz Pf'bOUSG Flo
~-~ II b ~ -
S.; I i= 3
~' ~ ~
`i ~ ~ !
~~ ~ ~ .
~ ~ '~ ,
fir,

_~ ~ ,
.; ~~ ! ~
,: ~ ~
~
h
~
~
I
~ l ~ ~
r
'
c
~ °h `~ .` ~ II ~~
'

~
I ~
I
~ 1_ I I 1~ ~ I ~
- .-_
i~' f.1~ ~

- '
~ '~
s
~~
0
~~/,
1°~ goo
®~ !y `ii
I I
I I
~I I
,,~ I I
_~_: ' I
,`.
-. ~ f
71 I
_:_ I I
a~ ~
_:_ ~ I
~y I I
~ I
_.- I I
116 I
--- I I
~ I
_ I ~
I I
__ I' i
._ I I
', _
~_. I i
D ~ I
~_...
I
Sze ~ %~ ~ I
~, I ~
i~~ I
-~ I
~;I I
;~ I
'~ i
`~ G1~ `' ~
.~' 11, ;;
~~ ~
3 `;. I ~
~, I
~ ,~ i ~
~_ ~
~. ~ ~
.~. ~
`--' I I
,_
I~S~c,,~
St2 113 ,~~ `~
S K~ v }C A Mrr~. R D
~ 'o
I
s
I
~~
I
,~~l,r '~ o~ X ~y" CrnP
1
' Q e~P
i
I
i
I
~~

i 1 Stop
3 OII~~~
~ `~ i ,I
l190 ~ `~" I I
~JJ
`~-~
~~i I I
I
~I I
I ~
`~
~.
~L,~ ~ I
~ I9 y
f-131='0 $ 13
~ i I
~~~ I I
,~
,r I ~
~-
,, ~ ; I ~
~, I I
I I i
,_~:
19 3 I I
~lr~q~
v_, I
;~~~ '~
~~L, I I
~- ~
~~I~ I
`~ I
~I I I
5~~ 7ic3~%("0 ~ I ~~
I
U X19 2 I
`~. Iq to I
~:
~' I I
`_-
I I
u' , I
U I
I I
U I I
U
-ryP~ ~3 2'x-' x'c ~ I ~
111
~ lal too ~ I
~ ~
~ 9 IJ I
~~ ' ~ ~
~; Ic Ez~ p i I
i
I
~, I I
~I i
I I
=i ~ _,
I
I~OroO
I
n 3+9 0

ti~ I
H
I~
(:.;~ 111 quo
.y
_o
i ~
C t-7 ~
I
5K IIJ(~ f~c Ji
$KyUKA /~~N. R~
P,.cCos° ~o ,~( to ~~ ^r!?
,~
R~FI-,c° ~rv~ X Is C~YP
~,;.~.~,~ ~~' ~ r8' Cr~~

~l~ 1~SV r~ -~v
' S K~1 vKA ~1Tn1, RO
~nuiuJ
I I ~~ I Iz ~'
l
° `~-'
~
;
p I I

~ I 3
l ~
J I I
~~
I , i

Ty'P~ r I I
~ I I I
.
.n
•

I
'J ~ i 5 ~
~
l
al
'•;
~
~9~7'~-i v
~ i
\
~
I I `
,
~
ti~R4' ,r.-_~o

~-.,
Tc Cc ~r~~~ Dr;cf-' r=cn' ~,~ ~~~, .
L o
~~ii I
; ` `
~-_ ~
--
53 ~
o I I ,-- _
- ~-lh ~ fig, r~rrow`r\er,cl it\.

i I
I I
n
I
5~ I
?„ ,

~I
~
.;
~
' _
Q O >=s~
~~
I
I
~ I I
I
i
I I
(~ 14 '1
~ 13 ~
I I

I~~l y;.~ i ~
~~. i;
';cam ~2epl4ce 3o X Ig"~r^~('
.o I
,I ~
I ~I
I
!,~ ~ I~
~~
I

119 1, ,
S I
Ib ,l
o i I
I
7 I
~ I ~ i
C~~
I
O i
~I' I I
~
`
~'~
~+% ~
~
i
I
~ ~,
1 q~IU J

,~
~0 9a
io ~o
I ~~
~ ~c
~_
~ ~J
~.
~I ~r
I
.t
..
i
1
~o
a
I
f
. ;
1 I ~J
~I ~.,..~
~~
~;
~~
y `L-
I ?
~~

~~
1.
11 ~0 3 ~
1 io g
1I ~
~1< llS~o ~~ ~-(1
SK~vK~ r~T~• R~
~ L~ I
I~Inn.~
7`;
I
~1I I ~ ~
I
7
1~ '
U i ~}~
J

~~~
I ~ '
~ r ~ ?~~ ~ iY ~~

~ i , l ~ ` J

`I , ` ~

i
~~• I
G. ~o~
~ `I `i j i
J

~~~ I I ~

,~
I ;
_ I
0 \
~
~ ~ ~,
;~ I~
,;
,- , I,
I`~
J

_
~_
I

C Ja~c~ l~ic.~ I

.._ ' aJ I
~
' ' J •
n Imo' ~~
- _ r
-
..
_ I /
I~ ,I

~oo* ss R~PI ;Ce ~5~~ 13" RCP

~ ~~- Icc
I .. ~ I ~
~a ~~
cC t CJ

.Zia+co Sr: Il ~ ~ r~a ~ ~
i~
r,. ~ ~:
~ ; ;-~~.
~i ~~
-~
~. ,-,
,~- ~ ~
~~-
~ . -
i , ~•
t ~ •_~
~ i ~'
3 ~ ~
-~ i , ,~
~t V
I
o = ~ ,i-} .
~~ a '~ ~ ~.
~I~•
,:
'~
r„
~~
l ~
i~
i
~ .~ "! ~
1
. ~~
,-~ -i
/ ~~
h ~ ~'
I c~,/. ~
~--%
-_,~~
:, ~..
~~~ ~ 1
,-~
~,
~_
o ~:
~ , _;
~',~~
,~1:
_,,
IJ
' I I

f,
io'/.
r r, j
.~~.
~~
,I
1 ~ ~
~..
S k y v Kf~ /nTIJ . R D
a
0
~~ ~l~r 9~
• :.
F~nn~O<~ Sd' x; ~ ~Mr
r-.
.. r.
Liti TV'J •~~~ ,-
I
f
_, `'
I~
~~
;~
I~
1 I- I_
W

I
• 7

1 ~~
i.1

~v
7 I-~©
~,.

~ i
i
I - ~.
C y o 7'.~ _

a ,
~
l o%
~ r'-~
~ ~~
S K H V K~- f~1T~1. R D

~~
,~

~ ~~.
~
~
,
~ ~ Q ~

%~ ~:
~~
I ~~
~
v
~
~

~i ' ~ ~
.
' G
~~

I ~~
~;

~--~-,
rf
i I,~.
I
",
,,
'
_
~~ ~
)
~. n r-~
~ `~,
F;
i
, /^
_
~
~~X ~
_ _

-~~~}57
Tip= z z~~ .., ~,

~' ~ ~ .
i
~
1
.;
-
,
0 ~.
~~,

-
~ ~ ~F~
,,
.
~
;
~- .
p ___ = . , .
:~
,r--.
,j-,
.-.
~~~
~
~
0 ,
r , ~
~
~ y _
/ ~
}~
l ~ ~!
I ~
i~
- ~~

~,
.~.
rj'y,
i~+/
~1
~)
J
/^
i^,
i~
~,
~,~
u~
°J_I~
'i
~~
• ' ~
i ~
I
,\
i
i I
/~ I
/~ I
~ I
'/-1 , i ~

5~ 1r 3s P~ y.:;
SKKJKA ~-rJ, (ZD
-1
~~ ~
2~:-4~

l

l ~
~ ,
_
l~
~ ~ ~
!~, I

~-- / \
!-
~r
i ' ~~
~~
1 •i

T .^~
~~ I ~ ~~
~~ ~
'
'~
~ ~
~ ~ ,/
~_
I /~ • 1 1
~~
~ 1
~
~!
{` I ~~

__ ~_ ~ ~
~.
`

;u •.
~~ r
I
~~ I

I ~
I
u i
,i
ce
r ~ ' ~J
~
. , ~
~ i~
~ ".
`,
~
~
' ~`
~

_~
it/
~e
~~%
,.
~~~ is
~ ~
I
'I
Ir'
;J.,=,~
II
'a
;~-
.
~'
r-.
,.
s
i
~~'j
E~
r_. ~F(._
:~ _ -~-- ~
I
1
T I'_L!J%1 '
C 7-.
J~y~ •. ~
~~1
.
`~ I
~ .~
r.
.,
P J _ ~- •:.
rp~oS:L ~d1^ I~ ~tiA PG 1~i,
e
f
i ' ',
`~ i
/.._
1
~ I
I !
i s S~ 113E
5K`1 uK
~, 3
,.
a~
~I
i
~ ~ i
. ;~
i ~ ~~
a! I
~j
:,,', 'Z7r 77
i
I
1
~~ '.
~I ~
~~ ~'~+~
`/L
__ ~
' ~_4
r _
[J - ~ ~
' ~~
i
~ r `~ ~ l i
...'i.__ ,.,_ .~._
~ ~~~.
' _ ~/
Q ~ ~~
A r'~TN . R~

i
~i
L ~~ ~ '-V
I~,
~,
1~ ~
~1
~; ~
'' ~ i
~. "- ~~
,,~,~ I ~,
~~ ~ ~.
~~
,,~I ,
;~~

s g l 13 /~: ~~ :;.7
SKYE«~ Mirk, Ra
s
,,;,
,~:~M -
~ !^ f
_~ .
~^ ~ ~
%~'s' ~~, /~ i i
~~I ~ i
I
n~ ~ I F
,-.;
~--i, ~
~~ ,
~~ ~ i
~~ f - _ i
.;, ~". -

i '%
,~,
z ::--67 ' '7:, i ~
-r,l%_ rf3~

~~ I
i ~
~ I
~
'
rr
iJ !
/
1 ~ ] I 1
~_
'
I

~- I
Ji I
'
` I
r'
ti .
I
~ r- J i
~. ~%
. ,
~;
i
I j
~ .= ,.
I

~ ~o
n
11 9v
~ i 90
dtyu TUp
~I /o Iz
i ~ ~Q~od --
~ r G
LaKe S;dP Park pr;~ I ~
PR~>Fcss
' ~. l I~
50
x I S "
t~o~r- ~
3UILD ,tirCk -3 ~ I~

t t! D',~IF, : L ~
_
~
I l

~

~9 I ~; .
.

~3
t r.
_,,
9
3
f 131
'
~~
~

i
,;

~ ~ ~;
,_
~ , ~3 g
3 ~5
~-
.t ~
i I ~
I
i
~

r
I I
I
~
~ ': i,
~z
~ ?~ ~
a36 t e~
^
~, v ~ :1
.
/_'.
!~ I I I
I
,i_
~'- a3
11/0 10
-' ~ ~_ I l
_~
--~
:;f
:~~ ~
:i; ~ i
,~~
1 13i1 ~
x735 tuJ
X37 +!2
~,
,,,
_~
SR It36 P~ yf3
SKN~KA MTnJ, R~
Replace yon X IS~I Cr~P

~~,
~ 90
2 `D
~ 90
~ `Jo
~o
y i r9~ ' ~° ~ ~ ~~
a `4 ~~ ~ +9a Re(~lGCe do X i5 CAP
t '.
~;
i
~y3
~a ,
I
I
J
rU~
of
`~
5K I~.Sb ~ ~fy
SK~t AKA n~rr"N. KD.
~~' Iqq~ ~
' ~ ~
1
f ~ ~ ,
~ I.
I~
~ 3~ d
~ ,~ 4
' I
I~
;~ ~ ~
~~ ~ i
ay a
i I ~
!I i ~ Q
~ I
J I~ I ~
I I 6 t y
', ~ ~ ~ ~
~':,, I ; i
!i i,
~e
~ ~.\
;i~' \ I ~`
a `(oto~

I
u
~°!
!~
V
%•
`'/
.o
I ~T ~
. ~ ~
~ . ~
~`
~~I
.~
~y ~
~ ~, ~
JI
`J ~`"
~~ ~,~ i l
i
I
i
1 ~ 2~1
~ ~ Iv
~,
~~
.'
~~ ~
., ~
.,.
.,~
_ - r l~
I
I~
I
I . I ~~
=~ l ;
I
i
.~
0
Ir
i
I
. I
I
``~
S~ ~~3~ ~`~~7Q
SK~~I« r~~n~.Rp
c
I~
I~
I\
`~ I i~sp'^~'`~` 12c1~ ~~.,\uc1t~^,I~r' Der D~
`~
~I ~" i 5'
Y
~,
~ `~ ' ~`
~! ~
~ ~.
i ~
. ,i ~Fv ~ o si y0~ X ~c~~ G1~`~ `f
(, ,~j~, i u
f ~
f
f
~)
LLI
. i
;~~
~~
i.1
I `~'
i~~l
~u~ I

~, ,,
a 90
~'
I
~:,
;~-
ri
o ~~
__1 __
~.
. ~'~
J I
~ S ICI
-a 1 f 0
~' x ~ 9
f 58G~ Z r 3 <G
I .0
x I I (° , oo ~ ESA
i
I
~I;
~5 f I

L ~
f
X I
~ I

I e.
-,5~
x~ , ,
I~
I `'
x as
~i~
3'~!O
8
~ , l
I'
~~
>~ I ~ o
-
~,.
~
:
~f ~ ~ ~
RaQIQce 3, X IS~~HCt'~ x ~ I m
~~-F~ Hoy K r8„~pr ~~ I , , ~ .
.-~
Rcc~c
P.I i4r ~ y ~S
~'~6~~
1'~~ a ! '~~
9 i
~
~ -----
15 STcr~ 7h~ee Qr.d f,oJr OR _
~ n
~~
-
2SI~G' ., f
, I f,
>7x k
P;iIGr
L3
s ~ 2cA~~~
~-. `-\
SKyvKA /i'II-iJ Rp
i?~PI~; e 30' X ay„ ~r~P
v~'~-h yo' ~ ~y' Cry P (PP~~~,ed~ .
"?.r~ ~,
~f-- 'S?epl4cc 301 X ~5 ~ HOPE
I
I
I ~~-r-h yo' X /S „ CMr~
I
~i
~' I
..~,
I`~ ' i
.'~ I II .
~~-~ i I I J
~ ~ ; i ~,I-;-,
i ~~
~•:~
i i ~, .°o
i~~'
~Soroo'i

~r
3%
3%
II
\V
Q
/~ /
y%

~~

~;.
~; 9f 3W ,.
..: ~
- I
3-~
'
Z:
O = 'i lz
~ I i
I
I
f
I
I
I
I
11
~c
!I
1
I
~, I I f
~~ ~ ~ .
\p0~E5A
`-~ ~ ~
10' I ~ S ono,'\T ~J r.
F~ iC ~,.
;~`' ~i~
~ \Jr.
_' ,~O Cerner,l
~o ~ 1 ~' t-1 D P E
~'= '".J G
\ ~ --- ~~
-r-z
~` I I X
,~~ ` ~ I
~©X3
3 I i F
T ~ I o
X ~~ ~
I
~ (~
~ _,~ - ~ ~ ~
X55; U
OI JIG ~~ .~v -
5 K H U K A ~+nTnJ. ~~
i ~
~ ZYPE B -'x~'~~
~ ~,
• Rep\~, cc, 3~~ x 1~' C mP
-t--C.;
., W ~ ~4`~ ~~ v' x i ~ ' L r,~o

I I
~~
I ,fit, .
` ~_ 1 D~ GR~f2.
~ Rcpl~ce- emu' x«~~ Lrni~
~ .... w~~1r. au~ x rj" ~4~~t
~}
I
I
I
I
i 7
~Ey~ ~ 3
~ec~\acc 3U' X1$'~ 'RCS
Qerc'~-.ccl

~,, ~ ~ ~ ~ ., - J
'7~
c7 ~0
,off
1-O~V C`(Y1er1~
_ L +n of O ~' `~ (' J ~ c c ~" 1.1, 3 3 (- 1~ CI C~ ~ r ~ `~~ }-
~~81 I .
_~c~3i~
i ~ ~, .
~ II~
I ,
~ i
.. i ~~
j `' I
~~ I ~ ~ ~
I I
I I
i I
~ ~ ~ I~ p
Iq ~ li
I I
i ~
I I
~ I ~~
~ ~ I
I
I e ~
~ !9
I I ~~.
i I ~~~
I ~~
3 I i I ` '~
-o I I
~ ~,
~' ii
i ~~
~' ,~ ~
- ~l,v}oo; f

~- _.,
a
0
z
F-
z
0
a
r
T
r
Y..
a
a
z
U
Z
O
U
Y
J
O
a

0
a
L.Z
r
^Z
...I
Q
Y
v~
i
M
T
a
~_
Z
O
a
0
U
Y
J
a

~ ~ - 1 ~ ~ ~~+ ~ S .~ ~ sj •

x = ~ _ Q. _
if ~4• ~' .c®
c _~
~ '
- t G ~ _ ~ '~ ~T
Y
I
j ; ` ~--~ 1. I ~
~~ L

r . 1, r
_ \, ,. ~ ~~^ f.

. , . ~~- ._
. ..oo~~

--~ -

~~ _ .J' Ly
.. ~
/ ~ M
W c,~
cv
N
c c
~o
m O

Staff Report
Project Num: 20060750 Version: 1 Status: Issued
Name: NCDOT SR 1136 Project Type: Pave road
County: Polk Region: Asheville
Location: whiteoak creek, horse creek, Skyuka creek Columbus
Latitude: +35°15'46" Longitude: -82°14'05"
SW Plan Location:
Owner: NC DOT Division 14 -Horse Shoe
Contact Person: Tippett, Lyndo Title: Phone:
Inspection Date: 05/04/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Entry Time: 10:20 AM Exit Time: 01:30 PM
Inspection Type: Staff Report
Phone: [phone]
Question Areas:
Site Visit
Inspection Summary:
DOT is requesting to impact 110 linear feet of new culvert in nine (9) unnamed tributaries to Whiteoak Creek, nine (9) unnamed
tributaries to Horse Creek, three (3) unnamed tributaries of Skyuka Creek and 110 linear feet of streambank stabilization (gabion
baskets) in an unnamed tributary to Horse Creek. Construction will be conducted over a period of two years.
It is recommended that WO Certification Nos. 3495, 3404 and 3366 be issued.
The 401 Certification was issued on June 12, 2006.
Page: 1

Project Num: 20060750 Owner: NC DOT Division 14 -Horse Shoe
Inspectlon Date: 05/04/2006 Inspectlon 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? ^ ^ ^ ^
If yes, please describe differences:
Are the IntermittenUPerennial calls different in the application? ^ ^ ^ ^
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? ^ ^ ^ ^
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: ^ ^ ^ ^
# 303(d)list, Class WS, NSW, ORW, HQW
Describe:
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:
COnln12rlt:
Page: 2

` ~F~W A TAR
T ~~~~ ~~~
~ ~ ~
Michael F. Easley, (rtrvernor
Q~~C~nM~
~~ v
N ,~
~FHR. ~ ~Q~6
WglEk'
~ST~R~~'~~ER r
~'tr%r
June 12, 2006
Polk County
DWQ Project No. 060750
NCSR 1136 (Skyuka Mountain 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 68 linear feet in nine
(9) unnamed tributaries to Whiteoak Creek, 48 linear feet in nine (9) unnamed tributaries to Horse Creek, installation of
110 linear feet of gabion baskets along an unnamed tributary to Horse Creek for streambank stabilization and 30 linear
feet in three (3) unnamed tributaries of Skyuka Creek (146 linear feet of new pipe, 110 linear feet of gabion baskets and
temporary dewatering), in order to make improvements to NCSR 1136 (Skyuka Mountain Road) in Polk County. The
project should be constructed in accordance with your application dated April 20, 2006 (received May 4, 2006), including
the environmental commitments made in the application letter. After reviewing your application, we have decided that
this fill is covered by General Water Quality Certification Nos. 3495, 3404 and 3366, corresponding to the U.S. Army
Corps of Engineers Nationwide Permit Numbers 13, 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, Nori-
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 i5A NCAC 2H .0506
(h) (6) and (7). For this approval to be valid, yoze must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Erosion and sediment control practices must he 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 reyuirements 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.
Onc
No hCarol'na
~atitral~j
North Carolina Division of Water Quality 2090 U.S. Flighway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet www.ncwaterquality.org FAX [phone] I-877-623-6748
William G. Ross Jr., Secretary
North Carolina Department of C^nvironment and Na[ural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
An Equal Opportunity/Affirmative Action Employer

Mr. J. B. Setzer, P.E.
June 12, 2006
Page Two
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 Sz~rface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into, jurisdictional wetlands or waters associated with this permit
without appropriate modification. Should waste or borrow sites be located in wetlands or streams, compensatory
mitigation will be required since that is a direct impact from road construction activities.
3. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project.
4. Placement of culverts and other structures in waters, streams and wetlands, shall be placed below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48-inches, and 20 percent of the culvert diameter
for culverts having a diameter less than 48-inches, to allow low flow passage of water and aquatic life. Design and
placement of culverts and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands, streambeds or banks, adjacent to, or upstream and down stream
of the above structures. The applicant is required to provide evidence that equilibrium is being maintained, if
requested in writing by DWQ. If this condition is unable to be met due to bedrock or other limiting features
encountered during construction, please contact the NC DWQ for guidance on how to proceed and to determine
whether or not a permit modification will be required.
5. Adequate sedimentation and erosion control measures must be installed and maintained on the project site to
minimize sediment transport to downstream aquatic resources. Temporary cover (wheat, millet or similar annual
grain) or permanent herbaceous cover should be planted on all bare soil within fifteen (15) days of ground disturbing
activities to provide long-term erosion control. Erosion control mating should be used in conjunction with appropriate
seeding on disturbed soils in steep slope and riparian areas. Matting should be secured in place with staples or
wherever possible, live stakes of native trees. Straw mulch and tall fescue should not be used in riparian areas.
6. The culverts at Station Nos. 7+55, 28+50, 49+20, 50+50, 61+40, 67+g0, 73+60, 78+20, 85+45, 97+g0, 99+40,
105+35, 253+68 and 256+73, will remain perched after construction.
7. There shall be no impacts to the wetland between Station Nos. 82+00 and 83+50. High visibility fencing is to be
installed around the wetland to protect it during construction.
8. The dimension, pattern and profile of the stream, above and below the crossing, should not be modified. Disturbed
floodplains and streams should be restored to natural geomorphic conditions.
9. All stormwater runoff shall be directed as sheet flow through stream buffers at nonerosive velocities, unless otherwise
approved by this certification.
10. Native riparian vegetation (e.g. rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and
red maple) must be reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
11. The use of riprap above the Normal High Water Mark shall be minimized. Any riprap placed for stream stabilization
shall be placed in stream channels in such a manner that it does not impede aquatic life passage.
12. Heavy equipment should be operated from the banks rather than in the stream channels in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
13. All mechanized equipment operated near surface waters must be regularly inspected daily and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
14. Rock check dams at culvert outlets should be removed at project completion to avoid impeding aquatic life movement.
15. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from the
most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures should be used to prevent excavation in flowing water.
16. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters is
prohibited.

~ Mr. J. B. Setzer, P.E.
June 12, 2006
Page Three
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 culvert installation.
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., rector
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

Staff Report
Project Num: 20060750 Version: 1 Status: Issued
Name: NCDOT SR 1136 Project Type: Pave road
County: Polk Region: Asheville
Location: whiteoak creek, horse creek, Skyuka creek Columbus
Latitude: +35°15'46" Longitude: -82°14'05"
SW Plan Location:
Owner: NC DOT Division 14 -Horse Shoe
Contact Person: Tippett, Lyndo Title: Phone:
Inspection Date: 05/04/2006
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Michael R Parker
Secondary Inspector(s):
Entry Time: 10:20 AM Exit Time: 01:30 PM
Inspection Type: Staff Report
Phone: [phone]
Question Areas:
Site Visit
Inspection Summary:
DOT is requesting to impact 110 linear feet of new culvert in nine (9) unnamed tributaries to Whiteoak Creek, nine (9) unnamed
tributaries to Horse Creek, three (3) unnamed tributaries of Skyuka Creek and 110 linear feet of streambank stabilization (gabion
baskets) in an unnamed tributary to Horse Creek. Construction will be conducted over a period of two years.
It is recommended that WO Certification Nos. 3495, 3404 and 3366 be issued.
The 401 Certification was issued on June 12. 2006.
Page: 1

Project Num: 20060750 Owner: NC DOT Division 14 -Horse Shoe
Inspection Date: 05/04/2006 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? ^ ~ ^ ^
If yes, please describe differences:
Are the fntermittenUPerennial calls different in the application? ^ ~ ^ ^
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? ^ ~ ^ ^
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: ^ ~ ^ ^
# 303(d)list, Class WS, NSW, ORW, HQW
Describe:
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