20070548 Ver 1_Application_20070329

,,.sU_ n,
ate,
h.
.~ ~M+~.
STATE of NORTH CAROLINA
~y
~"''!,~
~,.
,~~
lb ~l`'
1')
V ` f
Y •J ~;
~v
YY
DEPARTMENT OF TRANSPORTATION y~~^C~
MICHAEL F. EASLEY
GOVERNOR
March 27, 2007
Mr. David Baker, NCDOT Project Manager
U.S. Army Corps of Engineers
1 S 1 Patton Avenue, Room 208
Asheville, NC 28801-2714
LI'NDO TIP ETT
SECRETARY
470548
Subject: Nationwide 14 and Nationwide 33 Permit Application
SR 1359 -Medford Farm Rd
Haywood County
State Project No. 140.044072 (DWQ Minor Permit Fee 5200)
Dear Mr. Baker:
The North Carolina Department of Transportation (NCDOT) is proposing to widen, grade, and
pave SR 1359, Medford Farm Rd, in Haywood County from SR 1363 for a distance of 0.59
miles. This proposal entails widening and paving the existing gravel road to a standard 18-foot
roadway. The proposed improvements of SR 1359 have been identified as necessary
maintenance and safety improvements. Funds have been allocated for this project, and NCDOT
would like to perform these activities sometime during the 2007-08 paving season.
I am sending astraight-line diagram with the proposed erosion control and construction limits
along this project. In addition, I am sending a typical section of the road, cross sections,
drawings for pipe culvert replacements as well as a marked county map and USGS topographic
map. We propose to install the new culverts slightly below the existing streambed elevations
where bedrock is not encountered to minimize impacts to aquatic habitats and allow the existing
stream gradients to remain as unchanged as physically possible.
The North Carolina Natural Heritage Database was checked for records of threatened and
endangered species. There are no records of listed species for the unnamed tributary of Dotson
Branch. Additionally, there are no records for the entire Dotson Branch ~ti~atershed. There are no
records for the adjacent watersheds, Dawn Branch and Marrow Branch. The unnamed tributaries
are small. The impacts from two culvert replacements/extensions will be minimal. For these
reasons, we believe there will be "no effect" on threatened or endangered species.

Impacts to historic or cultural resources are not anticipated. If the State Historic Preservation
Office (SHPO) and the Office of State Archaeology determines that further investigations are
required, NCDOT will conduct the appropriate site investigations and obtain compliance from
SHPO prior to project construction.
The best management practices will be used to minimize and control sedimentation and erosion
on this project. The construction foreman will review all erosion control measures daily to
ensure sedimentation and erosion is being effectively controlled. If the planned devices are not
functioning as intended, they will be immediately replaced with better devices. The rock silt
screens and other erosion control devices will be in place prior to pipe culvert construction and
will remain in place until the project is stabilized.
Impacts to Waters of the United States
The unnamed tributaries are not shown on the USGS topographic maps. The streams appear to
have perennial flow. The channels are composed of sand and silt and lack vegetation. For these
reasons, we believe the streams are under the jurisdiction of the U.S. Army Corps of Engineers.
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 French Broad River Basin.
Specifically, NCDOT is requesting to extend/replace two metal culverts in unnamed tributaries
to Dotson Branch (DWQ Class C). Listed below is a summary of the proposed impacts.
Site No. Existing Proposed Condition Net Impacts
Station Condition

Site 1 40' x 30" 90' x 36" CMP 50' extension
12+37 CMP

Site lA Open Channel Temporary Dike w/ Sandbags 20 ft2
12+37
Site 1 A Free Flowing Temporary De-watered Channel 115'
12+37 Channel

Site 2 48' x 42" g~~ x 48" CMP 37' extension
26+04 CMP
Site 2A Open Channel Temporary Dike w/ Sandbags 20 ft'`
26+04

Site 2A Free Flowing Temporary De-watered Channel 110'
26+04 Channel
-, ,• - r--
Total Permanent Impacts a ~ iinCai ~c~~
Temporary Impacts for De-watering and Dikes
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act to proceed
with the construction project outlined above. By copy of this letter, I am asking Mr. David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources Commission
(NCWRC) to comment directly to you concerning the 404 Nationwide Permit request.

Also, by copy of this letter, I am requesting authorization under Section 401 of the Clean Water
Act from the North Carolina Department of Environment and Natural Resources (DENR),
Division of Water Quality (DWQ). In addition, I am requesting Mr. McHenry and Mr. Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to me
concerning this permit request.
If you have any questions or need additional information, please contact me at [phone].
Your early review and consideration will be greatly appreciated.
Sincerely,
J nathan L. Woodard, P.E.
District Engineer
cc: Mr. John Hennessy, DWQ, DENR, Raleigh (seven copies)
Mr. Mike Parker, DWQ, DENR, Asheville
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr. J. B. Setzer, P.E., Division Engineer, NCDOT
Mr. Mark Davis, Division Environmental Officer, NCDOT
Mr. B. T. Williams, P.E., County Maintenance Engineer, NCDOT
Mr. E. L. Ingle, Roadside Enviromnental Field Operations Engineer. NCDOT

Office Use Only:
USACE Action ID No.
Form Version March OS
DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14 & NW 33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
Owner/Applicant Information
Name: North Carolina De artment of Trans ortation
Mailing Address: 345 Toot Hollow Road
Br son Cit NC 28713
Attn : J. L. Woodard PE District En ineer
Telephone Number:~828) 488-2131 Fax Number: [phone]
E-mail Address: 'woodard dot.state.nc.us
2. A ent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner;'applicant.)
Name: 1`+iH
Company Affiliation: l~T/A
Mailing Address: N/A
Telephone Number: N/A
E-mail Address: N/A
Pave 1 of 9
Fax Number: N!A

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: Widen Qrade drain and pave SR 1359 Medford Farm Rd in Haywood
2. T.I.P. Project Number or State Project Number (NCDOT Only): 140.044072
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Haywood Nearest Town: Waynesville
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers, landmarks, etc.): From Waynesville take NC 209
North to SR 1364 Turn left on SR 1364 and follow to SR 1363 Turn right on SR 1363 and
follow to SR 1359. Turn left on SR 1359. This is the ro ect.
5. Site coordinates, if available (UTM or Lat/Long): Attached on last page. _
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1.92 acres
7. Name of nearest receiving body of water: Dotson Branch C
8. River Basin: French Broad
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http~//h~o enr state nc us/admin/maps`.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Rural residential and asture land
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: This
project includes cuttin and filling earthwork where needed replacing old drainage structures
that are inadequate makin the road safer by changm~ the road profile, and paving.
E ui ment to be used will be Track Hoes Back Hoes Dum Trucks Bulldozers Manual
Labor, sandba s um sand diversion i es
11. Explain the purpose of the proposed work: To pave widen the shoulders and improve the
ali ment of SR 1359 to meet current NCDOT 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 ~ti•ith
construction schedules.
No ermits have been a lied for reviousl
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No additional ermits are antici ated
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary.. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9

1. Provide a written description of the proposed impacts: Plastic sheeting and sandbags will be
placed in the stream channel above culvert to create an impervious dike. Water will be
diverted or um ed around culvert installation site. Culverts will be installed and the
tem orar im ervious dike will be removed after culvert. installation.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drain age, etc. For dams,
separately list im acts due to both structure and flooding.
Located within Distance to Area of
Wetland Impact T e of Wetland
~ 100-year Nearest Impact
Site Number Type o f Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (es/no) (linear feet)
N/A
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement vvalls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
,__ ~ _~ T_ _..,,...,.,~~ ,,,,,.o.,,~A „,,,tr;,,ly tanath X width- then divide by 43,560.
must bf '
Stream Impact
Number
(indicate on map)
1C Station 12+37
1 A C Station
12+37
IA C Station
12+37
2 C Station 26+04
2A a Station 26+0~
2A a' Station
26+04
Total Ten
1nt:lUUGIt. 1 v ~,att~ uia«. u~.ivubv, ...~-~ 'Y-~ ----a--- -- ~
Average -
Impact
Area of
Stream Name T e of Im act
~ p Perennial or
rmittent?
t
I Stream `Width Length Impact
n
e Before Im act (linear feet) (acres)
UT to Dotson Culvert Extension P 2 50 0.00'30
Branch
UT to Dotson Impervious Dike P 4 (Dike) 5 0.000-~6
Branch
UT to Dotson De-watered p 2 115 N,'A
Branch Chatmel
UT to Dotson Culvert Extension P 2 37 0.00170
Branch
UT to Dotson Impervious Dike P 4 (Dike) 5 0.000-t6
Branch

UT to Dotson De-watered P 2 110 N`A
Branch Channel

Total Stream Impact (by length and acreage)
87 ~
I .00-1
,porary Impacts for De-watering & Impervious Dikes Respectively 225 0.00092
Page 4 of 9

5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fall c+vravatinn rtrPr-taina flnnrjtnv rlrainave_ hulkheads_ etc_
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable) v
Type of Impact Type of ~Vaterbody
(lake, pond, estuar}•, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
5. List the cumulative im act to all Waters of the U.S. resulting from the ro'ect:
Stream Impact (acres): 0.00092
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Im act to Waters of the U.S. (acres) 0.00092
Total Stream Impact (linear feet): Permanent 87
Total De-watering Impact (linear feet) Temporary 22~
6. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
7. 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., darn/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
Current land use in the vicinity of the pond:
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
Page 5 of 9

techniques to be followed during construction to reduce impacts. Culverts will be extended the
minimum length necessary to improve to meet current NCDOT standards. All pipe extensions
will be laced below the existin stream bed so natural substrate can be re-established. The
culvert installation sites will be de-watered to minimize im acts from sedimentation.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the I~'C
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 January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that maybe appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing. or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http•//h~o enr state nc.us/ncwetlands'sti-mQide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement. etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation ma}' also be made by' payment into the I~Torth Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are ~ti'ill to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the \'CEEP
website at http'%~h~o enr state nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 6 of 9

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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
2
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 1 SA NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify N/A )? Yes ^ No
If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers
Impact Required
Zone* (s uare feet) Multiplier Mitisation
1 3 (2 for Cata~cba)
~ 1.~
Total

* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 ectends an
additional 20 feet from the edge of Zone 1.
Page 7 of 9

3. If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
XI. Storm~vater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Stormwater will be diverted through settling basins or srass lined buffers prior to entering
streams (See erosion control plan)
XII. 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
XIII. 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
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http•//h2o enr state.nc.us/ncwetlands. If no, please provide a short narrative description:
The road is being upgraded only to minimum secondary standards and is almost fiill_y developed
at this point thus it is not likely that development patterns would chanue si¢ntfi~antly.
XV. Other Circumstances (Optional):
Page 8 of 9

It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

pplicant/Agent's S'bnature Date
s signature is valid only if an authorization letter from the applicant is provided.)
SITE COORDINATES
Site 1 Site 2
N 35.6052° N 35.6025°
`V 82.9734° `V 82.9762°
Page 9 of 9

PROP.EXIST
CL CL
I
i , r
35'1
I
I
I
I
I~
)'
,/
/i
/ /
/ /
/~
/
/ / EXT. INLET
~/ ENO 8'
2~i
i
9'
// /// I I - i -I - i
/ /
/ / PROP.EDGET PRDP._EDGET
/ EP TL EP TL
/ /
EXT. OUTLE T /
END 42'
HAYWOOD CO.
SR 1359
MEDFORD FARM RD.

1 ' = 2!~'
I I I I l il~ l ~l l I I I it III ~
I I I I I ' I I I ' I I I I I ___
I I I I
I I I ~ i T.B.M. ELEV. 100.0 ~'
I I ! I I I I I i I HUB IN GROUND f
I ! I I i I I I~ 16' LT. STA. 12.721 I
I I i I I I I I
'~ I i i f I I I I
,I 'II I i I I I I I III I
' I I I I I I I I I I I =
I.
I i i I I I I i I ! I I I ~~ I
~
I I 6 P~ 3S~ ~ I I I I I I I I I I L t
`
I II I I I ~ I II
I ~ I ~ P lil l I III I II I
I I I I I I I ~( I I I I
I
I I I
I l l I
l
I ' ~!
I I E_14
I _' I
I !
i I I
I
I I
I I I I
I I I
I
I

I
I

_
_'
' I

_
'
J
-
I-
-
-
- I I I
--'-
-I
- I
- I
~ r I
r- I
r--
~ I I
~ I _ _t_'
i I _ _ ~_ .. t- I
I I `~- I
~

l

-
1
L..-
I

-

~
I
y_

~
I

_

_

_
_t I
_-
~
I

J
I
I I
!
I
_--
1
~
-
-
=

~
~ ~
I I ---
~ i
I I
( I I I i I I EXT
E D 8,' I! ! I
i l I I I I I I I I, I i III I I I'
I I I i I I I I I I I I P ROP. I NV ERT ''
G , I I I 1 1 1 1 1 1 I I I l i E LEV. 92. fl l I I
II
~ I il l II Ili l I I
I I l i I I I I I I I ! I I I I I

I RO
;
~ ~
I
I
I
I
l
f III 1 V III
II I I 1 I II I I IIII
i I i I I I I I I I I I '
I I I I I I I III I I I'I!
I I I I I I Ifl I i ll !!
~ II I I I i II I I I!''
I j I I I I ~ I '
i I I I I I I I i I I I I
I I I I ! I I I! I
i I I EXISTING GRADE- 5.0%
I 0%
1 ^ •20~~ PROPOSED GRADE- 3.
i
1
i
i
SITE •1
STA. 12.37
BRANCH SIZE 2' W X 3' D
EXIST. 40' X 30' CMP
PROP. 90' X 36' CMP
SKEW 35'

SITE •2
STA. 26.04
BRANCH SIZE 2' W X 3' 0
EXIST. 48' X 42' CMP
PROP. 85' X 48' CMP
SKEW 35'
~ r
I
35'l,
PROP. EXIST
CL CL ~~ `~
i
~ i EXT. INLET
i i END 15.5'
~i i
i i
i r i
i i i
--~- 1 '
i
i i
~ ~ 9' ~ 9'
i
i
i ~
~ ' I I
~ / PEPP'EDDET PEPP - EDGET
EXT. OUTLET ~ ~~ T~ TL
END 21.5'
HAYWOOD CO.
SR 1359
MEOFORD FARM RD.
i~
`~
1'=2~'
I I i ~ I
~ I I I t I I I ! I
I ~ I I I I i I I I ! I I ! I
I I I I I I I T.B.M. ELEV. 100.0 ', I
I I I + I NAIL IN GATE POST I
~ 25' RT. STA. 25.85 ~ -- ~
I I I I I
I I f I I I I I I
I I I I I I I I I I I ! I
i I I I I I I I I I I

I
I ~P 9~€9 ! I I I
I I I I ! I I I ~ I I I
I I I I I I LAPS I I I I
11 1! ' I I i I I ! I l l i i I
.I I I I I l i III! ! I.
+ i I
~ I I I I I
I ~ ~ I I
i i I! I I I
I I I I I V I I I i I I I 1 1 1 1 1 ! I
I i t I I I 1 1 I l i l i I

~ I I I i
-
-
- I
-
~ I
`
I I I ' - I - ! - - -- -- i
~I ~ I
- - -
~ r l I '
I
i
~
+
_i
- I- I
I
~
I I ! I I I
I I I E X E ND 15.5' i t l
f l ~I II I I I t ! I i'~ I I
I I I ~ ~
~ ~ I I i I ~~ I
l i I I I I I I I
I! I I I I I I l i l l l i
I
! P NV R'T I I I I I ( I I I I I '~ 0•G•
' I
V ' q I I I I I I I I I I I
!
I I I I I I I I I I I . I I
I II I I li l I'~~ I !~
I I I I II I I li lll l:
II i I i~ I;
I I I I I I I I I' I
I I I I I i I I I+ i I
I I ~ EXISTING GRADE- 2.3%
I I 9%
2
1 • , 1 rJ' .
PROPOSED GRADE -
I I ~ I

• J
Haywood COUNTY
ROAD NAME Medford Farm
SR
W.O.
FROM SR 1360 3100'to dead end
ADDITION
IMPROVEMENT
TO BE PAVED
P. POLES TO BE MOVED
T. POLES TO BE MOVED
R/W WIDTH
SCALE
DATE
DESIGN YEAR
DESIGN ADT
1359
140.044072
No
Yes
Yes
1
0
45'
1" = 50'
3-31-04
2028
60

r....... •. •~ . Lj .....,. ~..
•,
. ~ .. .•
...
••~'.Con•trol of Access Line ~ .: A
•: Slope Stalce J~ine .....:............... - _ ~ -
•..
.) ;•
:::••Bridbe.:~.'.•.~. ~.:..•.::•..:.'.:.............. .
.S•' ••• 1 •'•~•• •~ ~• •, .•i •'• ••• •,• • • • • • • • • • • • • ~, ~ ~•
`~. ~Y ooUS .. • ••.•• • . ••~.~••••• • •, • • • • • . • • .•. • .. •
Telepli~n~ 0~:'1'el~~r~il.~li 1'olc ........ ~I:~1a'.' -a- ! it'itot' ••O- I
~~ -~ -~ , -
To«~erPoleandLine...• •• • • • •• ••~ ••
• Power Pole • ' ' .'.~. . • :. ..... , a9:~sS'~' S ~~ll'itnl' .b ~
.. ... ..
• ...
Lasenlcl~' Line..:.::...•:. • ... • • . • • e ..
Guard lZail ..'... .:................... . • .. _ '
S~nitar~~..Seti,`er~Line ..:............., .
. .,
._--~ .~ i F--•
Water Lln~ :'.'..'..`.''....' ............. .
Gas Lilli? .'..........'::...: .. • ..:...:~• , ~-ItU.I'C151~:U. I•:XIS'1'I~`G
~-
Chain Lill: rence~• ................... -~-~~' ~-
. a..~.~ -p----O-
1r~'oven ~~ire rence•: • . e ..• ... • ........ .. _
Rc~cn~I•aciol~....'..:.....•.........•... ~ ~.
~•Tenlpor~lrv Silt Ditch ~:... < ~ ........~. ~ °-° .
T~nipor,tl•y Silt I' ci~c:e .. • .......... ~ . .
• ~~
Teni.porary.Slo~e ~Dr~lin• .::,.....;....:. `.
..
Silt Checl< Dam 7~~e A•.••.......... • . • • ^ ~ .
Silt Checl~ Dam'I~e B ..~. , ...... ~ • ~ . > .~
. ,. ..
~.Si1c i3asin 'I~~pe •A' ...:.:'....:~..........' .--~-
Silt ~asiri T~~~e B .•. ~......•~..:......... ~ .
r x
12oclc Silt Clleclc Dam .... .........:... .
Temp, S f one Ditch Check _ , .... • •..
®> ~~~~
.,
~~.~..
.
~•n
ni n~~ ~ n

5+~~
4.60
O
------------R~-----------~
1.10
O
CHARLES MEDFORD
PO BOX 152
LIBERTY. SC 29657
+~~
U
- 5+~~
i JOHNNY B. FERGUSON
' 191 FERGUSON COVE LOOP
~ CLYDE. NC 28721
i ---------------P~--------
4.60
,,~~.
i
i
T
I
I
I O
Q^,
w C~:RLYLE FERGUSON
~ 3c25 IRON DUFF RD.
CLYDE. NC 28721
i
i
t
i
i
i
.~~ ,
~ ~+~~

1 ~ + D ~ I -T-
.,
i
i
i
O ~
i
i
i
.- t-
i
5+~~

@)
DOYLE B. JUSTICE
36 b10CK I NGB I RD Lr:.
CLYDE. NC 28721.
_ _ _ _ L- _ _ _ _ -
6.OD

5+(~~

15+~(~

0
LENA F. MEDFORD
128 SIMS CIRCLE
WAYNESVILLE~ NC 28786
STA. 12.65-12.90
REDUCE R/W TO 16'
FOR GARAGE
-r ~ 15+~~

i
i
i
i
EXIST. ,36" C
12.4D ~
T
LIVE i`.JATER
i
T
-------------~RL------------- ~
i ~
1 1 •9 ~ G+l.l
J
--------------f~L-------
12.5m
r,;
C

I ~'~ ,
5 ~
E IST. ~I8" CMP
-~- 17.0 ~
i
i
i
i
i
i
u
15+~D I ~ I 15+~P~

25+~~

DON CRAWFORD
34 FRANKLIN DAMS RD.
WAYNESVILLE~ NC 28786
------------~L-------------
22.65
/s~
2~+~~
i
i
E IST. i18"
i
i
i
i
I
i
I
25+~~

JON P,. PARSONS
194rD3 GOLDEN SLIPPERY PL.
LUTZ. FL 33558
--------------RL--------
22.65
21.5m
('
2~+~~

3~+~~ -r 3~+~~
.~,
I
I
I
I
I
--F-
I
I
I
I
I
I
O f O
I
I
I
~--F--
I
E, IST. X42" MP
REP ACE ~~1/ 48" Chip
~ 26.15
LIVE I'+JATER
-+-
i
+ I -~- I +
25 ~~ 25 ~~

35+~~
E.O.P. 31.0m
JARVIS L. PALMER
O 2Om HOWELL MILL RD.
WAYENSVILLE~ NC 28786
-------------gL-------------
30.60
O
3~+~~
- 35+D~
.~. _
T
I
I
I
I
I
E.O.P. 31•E~~
i
~ O
~ 3©•60
~ O
a 6
~~
3~+~~

POLE DATA ~!PN 61-3447
PROJECT 5R 135q ___-- COUNTY _ ~ay-,vo0c~_______-- -____-- Sheet-----~__--
----------------------- --------
OtiYNER OF POLE LINE ----------------------------• -----• ------------------------------------------

PoL[ DI[T. /ROM C[NT[R
PRL[[HT ROAD DI•?. /ROM C[NT[R
PROJCeT DI[T. C[NTLR PROJ [CT
AIT[R MOVING
REMARKS
STATION
NuwccR LT. RT. LT. Rr. LT. RT.
I I + 95 ~~ 13~ 7' ZS' Movc 25 ~ ~ c¢'
14 t-a9 PP Cs I9' 25~

(~

~~

.\ ~
••,
~.o
~~ I~
~~~•.
_. _~
-' `~ ~.
~~, ~ --
•~ ~-.
~~ ~~ ~
I~ la ~ }~
~, r ,~
~' I~
V~ / ~ ~~
Z ~ ~~; I~ ~
~,;: _ -w
,. ~: ~ :~.t ~~
~~ ~ 16
:i'
~~
o• ~ '
~~
a.' '~ ` `
y
y - ~ Ifd i
I y
,~
c ~ ,,
~h_ 4
I` ~+~~~ ~ IW~
i- a
I~
d~
I
~i~ V ~
li I.
I K //
1 !_ _
.'
•~
. ~0 4.~CJ ,~~
I._ _ ~, , ~,~,~ ~
I~ (~
^IA
o"
~~
~_
IN
I~~
~° ~ to
t ~` - ~ ~_
~ ~_
.\ r f S'
y~ - M ~
~~ a r
~jya-
`+_ i
{ ~N
••1 1
~, aA~ ~'_
I~
o
~1
~, I~ Is.
b
/3 r S ~ ~.
`V![ 4r ~, j ~Q~
~, I~
a
?~
z ~.

( 82.975 00 ° W I I I I 82.966 666° W I I I I I I 82.958 333° W

\ o• ! ~
:'
`: ~
,
~ ~ ~•~
...~ -
~ _~,~ '
~ ~; "~• R
,~`_
~ Q~
• l
iver

,
~i -
i
' ` ~ ~ 4
~ Y

~

r~ 'te'a ~' ~ - /f j ~ ••t
~~ .. 1.~ , ,~' I 1 I
~, t
1
/ ~
- t `
_
/

'~ / ~ ~ Vii/ ~ • ``~ ` ~, ~~ ~ 1 III •.,1

~ ~ '.. .,•
I /~~~
y ~
i `
A
, ___
1
-
-
~
/•
,
,
- . I
'
,~ ~~ f/
_- FIB
::/
I
z ' •.~ / 't~ ~~ Z ~ . Z

00 *~

- J i p •.1
1 •'~ y o
o
~,
co _
.,~~ ~
__
I ~! I , ,
t1 • /, , ~, `~ • ~ ' _
r~/.. CIF . ~_
_
I I I -„

•`' ~ • ` ~ ~ ,
Y ~ Y' f11 •.J f f
! Y' •`

~
J ~ I
I

~~
I ^ ~ • I `~ ~ ~

\` ~~ `\ i ~~: I•
.Y` ~ ~t v'
i i
` l• ~~r
`
I -~

I I I I 82.9~/S~ OOb° ~/ I I I ~ I 82.966 66 ' ~/ I I i I I I 82.9583333' V'J i
Copyright (C) 1998, tilaptech, Inc.

SR 1359 Medford Farm Rd
Site 1
Inlet
Outlet

Site 2
Inlet
Outlet