20041142 Ver 1_Application_20040714

% * a
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 6, 2004
Rutherford County
DWQ Project No. 041142
SR 1787 (Dixon Road)
APPROVAL of 401 Water Quality Certification with Additional Conditions
Mr. J. J. Swain, Jr., RE
Division Engineer WETLANDS 140? GROUP
N C Department of Transportation
Post Office Box 3279 AUG 12 :2004
Asheville, North Carolina 28802
Dear Mr. Swain:
WATER QUALITY SECTION
You have our approval, in accordance with the attached conditions and those listed below, to impact 16 linear feet
of an unnamed tributary to the West Fork Sandy Run Creek (16 linear feet of new pipe) in order to make
improvements to. NCSR 1787 (Dixon Road) in Rutherford County. The project must be constructed in accordance
with the application dated July 12, 2004 (received July 14, 2004), 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 No. 3404, corresponding to the U.S. Army Corps of Engineers Nationwide Permit
Number 14. In addition, you must acquire any other federal, state or local permits before you proceed with your
project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. This approval will expire with the accompanying 404 Permit unless otherwise specified in the Water
Quality Certification.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ in writing and submit a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter, and is thereby responsible for
complying with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if
total impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 211 .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions
listed in the attached certification and any additional conditions listed below.
1. Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must
be such that they equal, or exceed, the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
Asheville Regional Office One
2090 U.S. Highway 70, Swannanoa, North Carolina 28778 NorthCarohna
Phone: [phone] / Fax [phone] / Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Aahl&lik
Mr. J. J. Swain, Jr., P.E.
August 6, 2004
` Page 2
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
d. Any reclamation measures and implementation must comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act.
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards, statutes, or
rules occur.
3. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the Division of Land
Quality has released the project.
4. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction. The WRC recommends and encourages DOT to use
erosion control matting instead of straw mulch in riparian areas. NCWRC is also requesting that temporary
or permanent herbaceous vegetation be planted on all bare soil as soon as possible and within 15 days of
ground disturbing activities to provide long-term erosion control.
5. Stormwater should be directed to vegetated buffer areas, grass lined ditches or other means appropriate to
the site for the purpose of pre-treating stormwater runoff, and must not be routed directly into streams.
Mowing of existing vegetated buffers is strongly discouraged, so that they may be utilized for stormwater
diffuse flow..
6. Culverts that are less than 48-inch in diameter should be buried to a depth equal to or greater than 20% of
their size to allow for aquatic life passage. Culverts that are 48-inch diameter or larger should be buried at
least 12 inches below the stream bottom to allow natural stream bottom material to become established in
the culvert following installation and to provide aquatic life passage during periods of low flow. This may
require increasing the size of the culvert to meet flow conveyance requirements. If any of the existing pipes
are perched, they shall be removed and replaced, and re-installed correctly, unless. demonstrated that this is
topographically unfeasible.
7. Removal of vegetation at the stream crossing and adjacent to streams should be minimized. Native trees and
shrubs (e.g. Rhododendron, dog hobble, willows, alders, sycamores, dogwoods, black walnut and red maple)
should be planted along the streambank to reestablish the riparian zone and to provide long-term erosion
control in the vicinity of the road crossing and along the streams within dedicated rights of way.
8. Riprap placed for bank stabilization should be limited to the streambank below the high water mark, and
vegetation should be used for stabilization above the high water elevation.
9. Heavy equipment must be operated from the banks rather than in the stream channel in order to minimize
sedimentation and to reduce the likelihood of introducing other pollutants into the stream.
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
11. Excavation of the stream crossings and relocations should be conducted in the dry, if possible. Sandbags,
cofferdams, flexible pipe or other diversion structures should be used to minimize excavation in flowing
water.
12. If concrete is used during culvert installation (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 fish kills.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is strictly prohibited.
14. The presence of equipment in the channels must be minimized. Under no circumstances must rock, sand or
other materials be dredged from the wetted stream channel under authorization of this permit, except in the
immediate vicinity of the culverts. Instream dredging has catastrophic effects on aquatic life and disturbance
of the natural form of the stream channel will likely cause downstream erosion problems, possibly affecting
other landowners.
Mr. J. J. Swain, Jr., P.E.
August 6, 2004
` Page Three
15. Rock check dams at culvert outlets should be removed at project completion to avoid blocking movement of
aquatic life.
16. This certification does not authorize the discharge of waste rock and dirt into the stream or riparian zone
except for permitted areas associated with culvert conditions.
17. All work shall be performed during low flow conditions (below bankfull).
18. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed.
The responsible party shall complete the attached form and return it to the Transportation Permitting Unit of
the NC Division of Water Quality upon completion of the project. NCDOT is strongly advised to send in
photographs upstream and downstream of each structure to document correct installation.
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 Hear ings, 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,
Z' pa,
Alan W. Klimek, P.E.
Attachment
cc: Wilmington District, U S Army Corps of Engineers
Roger Bryan, Division 13, DEO
Ed Ingle, Roadside Environmental
Angie Pennock, USACE Asheville Field Office
Transportation Permitting Unit
Mike Parker, NCDWQ Asheville. Regional Office

STATE OF NORTH CAROLINA
WETLANDS/ 401 GROUP
JUL 14 2004
WATER QUALITY SECTION
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
July 12, 2004
SECRETARY
Mrs. Angie Pennock
US Army Corps of Engineers 041142
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 1787, Dixon Road
State Project No. 13C.081012(DWQ Minor Permit Fee $200)
Rutherford County, NC
Dear Mrs. Pennock:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 1787, Dixon Road,
Rutherford County, NC.
Dixon Road is currently a 16-18 feet wide gravel road. Division of Highways plans to
pave the road 18 feet wide and increase the typical section. Grading will be light.
We propose to extend one existing culvert on an UT to West Fork Sandy Run. The UT
has riffle/pool complexes and aquatic organisms present. Total culvert extension will be
16 linear feet. No stream relocation will be performed for the project. Existing channel
morphology will be maintained upstream and downstream of the culvert. The culvert
will be placed below existing streambed elevation. Riparian vegetation will be
reestablished along disturbed areas associated with the culvert extension. Stormwater
will be diverted through grass-lined ditches or vegetated buffers prior to entering streams.
No effect on federally listed species (threatened or endangered) or their habitats is
anticipated.
ltlFD
4
Mrs. Angie Pennock
Page -2 SR 1787, Rutherford County
July 12, 2004
As a part of the 401 Certification process, a copy of the application will be forwarded to
the NC State Historic Preservation Office as required by Section 106 of the National
Historic Preservation Act of 1966 and GS 121-12(a).
By copy of this letter, we request David McHenry, North Carolina Wildlife Resources
Commission Coordinator, to comment directly to the Corps concerning the permit
request.
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of the UT
will not be required for the project. The stream is not classified as trout. A buffer
variance will not be required.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Brian Wrenn, NC Division of Water Quality, 401/Wetland Unit and an additional copy to
Mike Parker, NC DWQ Asheville Regional Office for review and comment. Please
charge the application processing fee of $200.00 to WBS element # 13C.081012. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
Ro; D. Bryan
Division 13 Environmental Officer
Enclosures
cc: J.J. Swain, Jr., P.E.
D.R. McNeal, P.E.
Ed Ingle
Ron Linville
Brian Wrenn
Mike Parker
Office Use Only: 041142 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NC Department of Transportation
J J Swain Jr P E Division Engineer
Mailing Address: P.O. Box 3279
Asheville NC 28802
Telephone Number: 828-251-6171 Fax Number: 828-251-6394
E-mail Address: rdbryanaa dot state nc us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.) N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
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 1787 Dixon Road
2. T.I.P. or State Project Number (NCDOT Only): 13C.081012
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Rutherford Nearest Town: Hopewell
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): SR1787 is located off of SR 1749
approximately 2 miles north of Ellenboro near the Hopewell community.
5. Site coordinates, if available (UTM or Lat/Long): 35° 22'55"N 81 ° 45'1 1"W
(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. Describe the existing land use or condition of the site at the time of this application:
Existing secondary road
7. Property size (acres): 9.5
8. Nearest body of water (stream/river/sound/ocean/lake): UT to W. Fork Sandy Run(Class
C)
9. 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/.)
Page 2 of 8
10. Describe the purpose of the proposed work: We propose to grade, drain, base, pave and
install erosion control measures for SR 1787 (Dixon Road). We propose to extend one
existing culvert on an UT to West Fork Sandy Run. Total culvert extension will be 16 linear
feet. The culvert will be installed to insure aquatic life passage within the streams.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural, wooded, pasture, homes.
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.
N/A
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: No, no future plans.
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. Wetland Impacts
Wetland Impa
ct Type of Impact* Area dl
**
-
t Dis
tance to
Site Number Im
pact 100
ain
ear
F o d Stream
Ne
re Type of Wetland***
Page 3 of 8
N/A
on
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httg://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.)
List the total acreage (estimated) of existing wetlands on the property: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
11+50 Culvert 16 UT to W.Fk. SandyRun 2 ft P

* 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.usQs.¢ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topc)zone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 16 feet.
Page 4 of 8
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
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.
4. Pond Creation - N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The existing secondary road must be improved to meet current safety standards for paved
roads. The culvert extension requested is the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction.
VIII. Mitigation - N/A
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
Page 5 of 8
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 NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
littp://li2o.enr.state.nc.us/ncwetlands/strrngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://l12o.enr.state.nc.us/mn/index.htni. If
use of the NCWRP 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):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) - N/A
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 )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page 7 of 8
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with Gravel surface treatment. The
roadway surface will be 40% of right of way acreage. Stormwater will be diverted through
settling basins or grass lined buffers prior to entering the streams.
XII. Sewage Disposal (DWQ Only)- N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
With regard to hazardous spill basins the road is not classified as an arterial route, therefore
hazardous spill basins are not required.
z
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
j
1 y e _
Nil
r ,
s
-
"ate " . •.., :., ?. ?.?"'
, a
-
t C?. .?,.-A,,,,,?.
40
'i
r . }
e 78
o s
OAe Ife
Z f
s 1%7.
a//_ }+?X 61
e
a
a ?
.. J
r
,Y
R ? SR
y^'F: p.. 1i ? ' '? to ? d a'• h
4
r
nd 178
:? • JOI?/
lx?
a
6* W
L
Name: POLKVILLE Location: 035° 22'52.22" N 081 ° 44'40.99" W
Date: 7/8/2004 Caption: SR 1787, Dixon Road
Scale: 1 inch equals 1000 feet Rutherford County, NC
Coovright (C) 1998, Maptech, Inc.
I I 1
KNOB C o
/.? ? H r y
RUTHERFORD COUNTY ? ?? r' -??\
-' - \ J Q- i ?uR s
%
\ 0 ?"
SOLVER-RED
C
K.vOB
SR. 1787, Dixon Rd.:
Begin project at survey station 0+00 in the center of SR. 1749,E ' eE'E:.2614
thence in a westerly direction for a distance of 8,286 feet, - ' '
I
1.57 miles, to the end of project at survey station 82+86 in the ,? _. _.1 ?i •'
center of SR. 1767.-----?
v 1
1 , - _ ? ? ? • / •? `? ?y • • I / a' '7 17$9 / • \ 1 1
CAMEL KNOB r' FORK ?C9na "• \ 737
YTN. \ Croak .?. '`. 1
ELEV. 2,24i • 1613 \ •?, Cn • 7 r?77
/ .t 131 / , ?• ,;/, •IvIwo• 7 ~ •1'
j ? j v? 17-74 ,d.
cf , ?Wam vaar I
? - Cn. •` .17V•. 1776"
L L / .'t ' i riy 1
ey 172,
1727
\ ?• •? is 's M1 ' CARSON MTN. •? ' r 1 a.,,,
•1 ( n ?? \.' 1006 t
1 '
' jr ? r 171 , l?r 11#w \ t.$ "1 l7a' t / 1799 1
1717 \ LOOKA000
? MTN. 1749 ••V '? 1 ?`
17491, !t?776 \ • •a • 1779 "III
1701 1 ?? 1121 161
I7?I; \ . 1776 V
')•11r'ua. 1710 %. Isn .Q -jt !• J '? .^ 1746 it
?1
-? t 71b .2 3 . 1716 1745 . ?. .. ? • I
y' I Ira i
' d ? ?? ? 1746 17x9 1
j n13 • 117 ``\ 1007 t
/ ' 17{76 1714 • .
s 1707 1 v 1•\ e1•Q pi 1797 17&7 1749
1007 I F
?£7p,I ry:rlkl. - ? 1
1 SSS 7 ' . - ?(-- C' 176y Nom' •' B1
?RuM'arfad / - \ •f S^y'Ina ? "N ' 9. •??. z
S ZxMOa,
Ceunh 1q.' /. L ::il Cn, ? ? ao6 ,, ?? ' ? :. / ti? ?, • . ? : J 1777 :-? Cn. I
A+C•A r wbaon Cn. \ .. a '. 7,51 1 { .
' /' l7SS
/• _ • loci ? ! Isla
7}? ? 1710•
1754 M*2r
!'\?• .fft^ •!C .? .- .- ?•?? \ 17x9 ^ '7761
w? If' IYP'."" \ 73 a T '
V i i \ u7. f L: i
1769 011 • ? U
\ '. i' "1 t • • \ ;.' Cn. 1739
•,?\ ....) } w.a'w'. j ' Er '\ ` 794 17lO t N
17-66 ?
e.#brv. •-,-? _ Ga#I T! /' 'o _611
•, ?? 1 ' ? • ? d 760.', 76,6 e i
f 707 ..e
(? / ?/ t t 'Gr • ?• 9osrle _ 'N.r.-? 1763?.' 1s66 ° s I
7a.w f? v1, i I
??••. snNO.u ' ' ;•?e''?• •1. 1763 1
10#. 7.#16/ ; ' _ , : - ` ; t • \
it
UWCI
?•'1 1 17or. raw I1 /7 t , 1 t t
-774
a, _ 7a BLtN60K0,?, I ` '? •1 60
J? (' (_- ? 116 ,. . /
•' 1
Figure 1. SR 1787, Station 11+50, UT, Rutherford County, 1C.

SECONDARY ROAD PAVING PROJECT
1 T ? SHEET 1 OF 29
J J
COUNTY: Rutherford TOWNSHIP: Colfax
PROJECT: SR 1787, Dixon Rd. LENGTH: 8,286 feet, 1.57 miles
WORK TYPE: grade, drain, base, pave, erosion control RURAL PRIORITY #: 31
LOCATION: From SR. 1749, thence for 1.57 miles SUBD/RESID. PRIORITY #:
to SR. 1767
WBS ELEMENT NO: CONSTRUCTION W. O. NO.
DATE: 6/1/2004 SCALE: `1"=50' DRAWN BY: D.G.M.
NOTES AND PROVISIONS PERTAINING TO STRAIGHT LINE DIAGRAM
1. Assigned right of way agent needs to verify all property owners. Property owners shown on
the straight line diagram are taken from tax maps only.
2. Fences to be moved off the right of way and reset off right of way by the Department of
Transportation crews. Any new materials, posts, wire, etc.. to be supplied by the property
owner.
3. Existing asphalt or concrete drives to be tied in with asphalt if the existing driveway is
. within 20 feet of proposed centerline. See any exceptions on straight line diagram.
4. Driveway pipes to be furnished and installed as needed by Department of Transportation
crews in existing driveways.
5. Existing water lines, sewer lines, drain lines, etc., under road project to be adjusted by
Department of Transportation as needed during construction. Property owners to supply
all materials and release Department of Transportation from any liability.
6. Underground utility lines to be located by owner. Lines to be adjusted by owner as needed,
otherwise retain.
7. Note proposed right of way markers shown on straight line diagram.
8. Please inform property owners that cuts and fills could exceed proposed right of way.
9. The erosion plan should be used for erosion control purposes only.

Page 1

SR 1787, DIXON RD.
RUTHERFORD COUNTY
SHEET-2-OF 23_
TYPICAL SECTION
50'
E
A. FILL SLOPE
B. SHOULDER SLOPE
C. DITCH SLOPE
D. CUT SLOPE
2 •1
1' PER FT.
4 :1
IY2: 1
ABC COMPACTED
ABC LOOSE
TONS (DRIVES) STONE BY
TONS (INTERS.)
TONS (ROAD)
TONS (TOTAL)
I T 9' 4' 4' d• I

SHEET 3-OF 2
FULL
SUPERELEVATION -
FULL SUPERELEVATION
SECTION - EE
2/3
SUPERELEVATION
2/3 SUPERELEVATION
P. C. OR P. T.
SECTION - DD
SUPERELEVATION =
NORMAL CROWN NORMAL CROWN
SECTION - CC?
LEVEL NORMAL CROWN
SECTION - BB
NORMAL CROWN NORMAL CROWN
SECTION - AA
STANDARD METHOD FOR OBTAINING SUPERELEVATION
2 LANE PAVEMENTS
Ideally. 2/3 of superelevation is obtained at P. C. or P. T.
as shown on Section - DO
Example: if maximum superelevation is +.06 -.06, the superelevation
at the point of curve or point of tangent is +.04 -.04
.06 X 2/3 = .04
Superelevation for 18' Pavement
.02 0.4' E.P. to E.P.
.04 0.7' E.P. to E.P.
.06 1.1' E.P. to E.P.
.08 1.4' E.P. to E.P.
Normal Crown - 0.2
Sheet 4 of 29
d f
EROSION CONTROL PLAN SHEET
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary silt basins shall be installed before clearing and
grubbing begins.
Silt fences and temporary silt ditches shall be installed after
clearing and before grading.
Temporarystone ditch checks shall be installed as soon as
ditch line is established.
Pipe outlet and inlet protection will be done as soon as the
pipe is installed.
Seeding and other permanent erosion control measures are
to be implemented as soon as practical.
Temporary rock silt checks (type B) will be spaced as required
by percent of grade as described on page VI-16 in the Erosion
And Sedimentation Guidelines.
No. 5 stone, or equivalent, will be used in conjunction with
temporary rock silt check Type-B in locations where water is
leaving the project or entering a pipe.
Silt basin size is 9'x3'x2' for 75 feet of disturbed ditch line unless otherwise
noted.
Silt basin (Type B) are designed for 1200 cubic feet per acre every storm event
and cleaned out when half full.
Per permit conditions for Corps of Engineers and the Wildlife Resources
Commission, all pipes in streams must be buried 12' below streambed elevation.
{;
1 s ?

J
Sheet 5 of 29
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screen will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much as possible
material and sediment from entering the stream and/or escaping from project.
Where possible, new grade will be below existing streambed. If needed,
bedding material will be clean stone.
4) Place the new pipe and compact backfill.
5) 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.
6) Establish permanent vegetation as soon as possible.

DESIGN FOR SILT BASIN SHEET -E-DF „2q
1200 CUBIC FEET PER ACRE
CHECKED EVERY STORM EVENT AND CLEANED OUT WHEN HALF FULL
NOT TO SCALE
?\,\
9-
2'
SILT BASIN - 1 LENGTH OF DISTURBED AREA 75'
(S.B.7 )
2'
1,
LENGTH OF DISTURBED AREA 200'
2'

SILT BASIN - 3
( S. B. 21 )
fro
2'
LENGTH OF DISTURBED AREA 300'
r
SILT BASIN - 4 LENGTH OF DISTURBED AREA 400'
. ( S. B. 28 )
SILT BASIN - 2
.(S.B.14 )
' e
EROSION CONTR,OL SHEET =°`?
DETAILS AND
SPECIFICATIONS
Std,
1630.03
1630.05
1605.01
1622.01
1630.01
1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
Descriptio
Temporary n
Silt Ditch
Temporary Diversion
Temporary Silt Fence
Temporary Slope Drain
Silt Basin Type A
Silt Basin Type B
Temporary Rock Silt Check Type A -
Temporary Rock Silt Check Type B -
Temporary Rock Sediment Dom Type A -
Temporary Rock Sediment Dam Type B -
Rock Pipe Inlet Sediment Trap Type A -
Rock Pipe Inlet Sediment Trap Type B -
SLImhn]
rso
TO
U
A
B.g
mo
1636.01
Rock Silt Screen
1630.04 Stilling Basin

1632.01 Rack Inlet Sediment Trap
Type A
A [[:]]-
-OR
- A
1632.02 Type B B ?a - OR - B
1632
03 T
e C C [3- -OR - C
. yp
868.01 Rip Rap ?})} >%>>>,V
Pipe Outlet Energy Oisipator :::..

Ditch Liner _VVV VV AV
Pipe Outlet or Inlet Stabilization D
Environmentally Sensitive Area

r ?
ROCK SILT

SHEET 8 OF 29
CHECKS - OUTLET OF' PIPE
(WIDTH OF ROCK AT THE OUTLET END TO BE 3 TIMES THE DIAMETER
OF THE PIPE AND TAPERED INTO EXISTING DITCH)
MSN
18' CSP
RR 18
M61N,.
EXI TIC INTt '
24' CSP
RR 24
L ° 'J
EXISTING DITCH T.5'
30' CSP
RR 30
MI91
EXISTING DITCH 9'
36' CSP
RR 36
MAN.
EXISTING DITCH 10.5'
42' CSP
RR 42
Mp,.
EXISTING DITCH 12'
48' CSP
RR 48

J
MATCH LINE STA.3+00
I

I ELMER HONEYCUTT
O
OB. 663. PG. 150.'96 H 25' 25•
250 GLOVER R0. a c
ELLENBORO. NC. 28040 ?^
(828) 453 - 8483 a I

z
X
G I

n
cl)
I H I
1
+0 17 PED +I PED
42'L T. 39't T. /
O /
ry
0
4 h?
NOTE:
PER PERMIT CONDITIONS
-FOR CORPS & WILDLIFE.
ALL PIPES IN STREAMS
MUST BE BURIED 12' DEEP.
RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 9 OF 29
2+97 P.P. 3
24.8'RT. (NEED OFFSET)
2 TOMMY RICHARD
O DB. 439. PG. 661
P. 0. BOX 401
S f??t BOSTIC. NC. 28018
SAD
Cli
F/G/jJ D?ao/e`1 f sn I
EBEGINROJECT STA. 0+00 f- SR. 1749
BEGIN PROPOSED 25' R/W LT. & RT.
2
e
l RUTHERFORD COUNTY
SR. 1787 DIXON R0.
j SHEET 10 OF 29
MATCH LINE STA. 7+00
a

A
v
A -"

• ?`+ 74007; ? r o h<S? 2
CHRIS W. & ..?G?„t

4 TAMMY CONNELL I j d ?rw .
OB. 817. PG. 595.'2003'
828 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 1834 ? I I ` 5' P

f I
I I
6

A
IZ I ANDERS &
ANN BRIDGES
I x I 3
OB. 509. PG. 355.'87
^ 212 HAMPTON AVE
I I .
CLINTON. SC. 29325

© ELMER HONEYCUTT
OB. 663. PG.150. ' 96
250 GLOVER R0.
ELLENBORO. NC. 28040
(828) 453 - 8483
lI j.
?m 4fy.?7?a0 hkt a l
?.. ^r sn? ?Gr?? e4 ?41ii? ?Ff

3
W. Al I °"a
o _25'11 25' 0
kA
i
i
i
i
i
JA
Z
OB. 3% PG. 661
P. O. BOX 401
BOSTIC. NC. 28018
3

3+6T E.1.P. 4 SSW FENCE
19.4'RT. (NEED OFFSET) MOVE OFF R/n DOT
MATCH LINE STA. 3+00
O TOMMY RICHARD
4

RUTHERFORD COUNTY
SR. 1787 DIXON RD.
i' SHEET 11 OF 29
J
MATCH LI NE STA. 11+00 (I

Ip+72 E.I.P.

O
I
33.2'LT.
I sfo
rr?t

BARBARA &
\` I
I
5
O JOHN GREENE
08. 766. PG. 439. ' 00 10
P. 0. BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918

R
- 15 op
-
9+46
T'LT
29 E.I.P. LJ I ?
.
.

A
I I'
9
CHRIS W. & 3 ` L ANDERS &

O TAMMY CONNELL ANN BRIDGES
' 25' 25' O
'
DB. 817. PG. 595.
2003 N m 08, 509. PG. 355.
87
828 DIXON RD. a 212 HAMPTON AVE.
ELLENBORO. NC. 28040 +S ?g a CLINTON. SC. 29325
(828) 453 - 1834 I
I WAr.? r?d? _
boo cix7S h - S ? .?-f
no

s?
? I
I
s,0
®

7
MATCH LINE STA. 7+00

6 - ?f X l' POST M/
PLASM CHM FENCE
MOVE OFF R/M DOT
I4+77 PED
211T.
BARBARA &
O JOHN GREENE
OB. 766. PG. 439. ' 00
P. 0. BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918

MATCH LINE S TA, 15+00

?I
I I
I

7-5 I I f.

W
C .? cn 25' 25'
C ? .?
m
0
cr.
a.

i
:I I? SP
Tv
I
I
I 1

•
I
IL Jo ?Pk?
L%??

tie

MA
RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 12 ,OF 29
15
14
13
ANGERS &
3 ANN BRIDGES
O OB. 509. PG. 355. ' 87
212 HAMPTON AVE.
CLINTON, SC. 29325
/ r
Sifie l f ?-S?s
L CIA
EXISTING 34' X 24' CSP

_1
MATCH LINE STA. 19+00
19
18
BARBARA & 3
5 JOHN GREENE
O DB. 766. PG. 439. ' 00 0
P. 0. BOX 263 0
BOILING SPRINGS. NC. 26017
(704) 434 - 6918 a
\
16+53 PED
22'LT.
6 . 4' X 4' POST W/
PLASTIC CHAIN FENCE
MOVE OFF R/U DOT
f1•-tip a Y??d

16
I f Fra^lGfee%o14t?o-
I I A4-f ".
oh ?t
x)
MATCH LINE STA. 15+00 15
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 13 OF 29
EXISTING 28' X 15' RCP
17
ANDERS &
3 ANN BRIDGES
O DB. 509. PG. 355.'87
212 HAMPTON AVE.
CLINTON. SC. 29325

BARBARA &
O JOHN GREENE
OB. 766. PG. 439. ' 00
P-0-BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918

,- Mq TCN C
??zs»po
RUTHERFORD COUNTY ,
SR. 1787 DIXON RD.
SHEET 14 OF 29
23
22
_E?& BARBARA &
5 JOHN GREENE 21
O DB. 766. PG. 439. ' 00
P. 0. BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918
EXISTING 32'X 15' RCP
zz 7s
c t
f !t20
25 (o
rn
I ?
O
B 13;
N
ANDERS &

00
5-1A19"'
MAZ CH LlNE
O ANN BRIDGES
OB. 509. PG. 355.'87
212 HAMPTON AVE.
CLINTON. SC. 29325
Fio," A-7 -,0To.;0tQ
ah .?•c t :d,.. I ?
?
T

i
JEROME &
© BRENDA TONEY
OB. 696. PG. 696. ' 97
536 DIXON R0.
ELLENBORO. NC. 28040
(828) 453 - 8494
6 - SBW FENCE
MOVE OFF R/w DOT
MA Try, .
27
26
EXISTING 24X 15' RCP
EK -F,,-j d 4-,o ZV
25
BARBARA &
JOHN GREENE
?J OB. 766. PG. 439. ' 00
P-0-BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918
JEROME &
6 BRENDA TONEY
DB. 696. PG. 696. ' 97
536 DIXON R0.
ELLENBORO. NC. 28040
(828) 453 - 8494

RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 15 OF 29
S T A• 2 l +p0

24
ta2?x00 -
?p,. ??arh 23?ooT"o27r? ?3
hA-5

JEROME &
BRENDA TONEY
DB. 696. PG. 696. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
28+08 PED
(4'LT. (MOVE)
t
JEROME &
6 BRENDA TONEY
O OB. 696. PG. 696. ' 97
536 DIXON, RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
2T+45 E.I.P.
17.01T. (NEED OFFSET)
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
O? SHEET 16 OF X29
3?x
?P•
S
31
P?G? \
w
\ f
10' "Tr O 0 40 30
hs d f
v o r it \6nz. ,d
g
6 - SSW FENCE
MOVE OFF R/r DOT C
Iz ?
jc
r
Wit
ST v
q' 2
I>'`O
O
0
29
EXISTING 32' X 18' CSP
L-- X +-4 d to St' 2 8
BARBARA &
O JOHN GREENE
OB. 766. PG. 439. ' 00
P. 0. BOX 263
41) BOILING SPRINGS. NC. 28017
(704) 434 - 6918
27
MOVE OFF R/N DOT
I
r ?
S - SSW FENCE &
Ir METAL CATE
MOVE OFF R/W DOT
JEROME &
6 BRENDA TONEY
O DB. 696. PG. 6%. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
3434+66 E.I.P.
23.61T. (NEED OFFSET)
S - SSW FENCE
MOVE OFF R/N DOT

JEROME &
© BRENDA TONEY
OB. 696. PG..696. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
M pT CN L
1
SO&NGpSE

RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 17 OF 29
BARBARA &
O JOHN GREENE
DB. 766. PG. 439.'00
P. 0. BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918
?cli'111 33t,seTe 3G?
PX1 6 91.4 24 .rlff
33
B"RSAM & 31
5 JOHN GREENE
O 0& 766. PG. 439. ' 00
P. 0. BOX 263
BOILING SPRINGS. NC. 28017
(704) 434 - 6918
39+29 PED
351T.

1
?qT
Cy
a,
RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 18 OF 29
Tq. x
(so
39
JEROME &
6 BRENDA TONEY
O OB. 696. PC. 696. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
JEROME &
© BRENDA TONEY
DB. 696. PG. 696. '. 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
36+83 PED
231T.
3
?c•

38
I
/37
4zv
0
36
? 1, a rd?? y` ada
5 - SSW FENCE 3
MOVE OFF R/D DOT ,? C,?(P•
r
1843E T 9
RUTHERFORD COUNTY
S? QAA+() SR. 1787 DIXON RD.
P.P MAZ CIA `1NE SF? ET 19 OF 29 44
JEROME &
© BRENDA TONEY
DB. 696. PG. 696. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
15' SOIL ENTR.
R R
JEROME &
I © BRENDA TONEY
DB. 696. PG. 696. ' 97
I 536 DIXON RD.
ELLENBORO. NC. 28040
1(828) 453 - 8494
? EX °E.rIJ fU S? ?
XISTIIJGa 32' X 1?8- RCP
3
42
JEROME & 3
© BRENDA TONEY
OB. 696. PG. 696. ' 97 c 25'
536 DIXON RD. W
ELLENBORO. NC. 28040 o I
(828) 453 - 8494 i '
1

41
JEROME &
© BRENDA TONEY
OB. 696. PG. 696. ' 97
536 DIXON RD.
ELLENBORO. NC. 28040
(828) 453 - 8494
4
a 5 rc'.??y` r? rae?o
on dl:?Zh;`- end 1., s.d,.?
• ? S? A- 3g+50
Mp1 CH L1NE
25'
' t
HOYLE &
O HELEN GOLD
DB. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
?zj
1
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 20 OF 2c
48
47
46
I JEROME &
° BRENDA TONEY
© OB. 696. PG. 696. ' 97
I?$ 536 DIXON RD.
LIS ip ELLENBORO. NC. 28040
I F,7, (828) 453 - 8494

MATCH LINE STA. 48+00
?Iou: '? I I
l
w ?
I1
0 25' 25'
V) rn
0 0
a
o ?
a
I f .
?o
J I
JEROME &
BRENDA TONEY
© 'OB. 696. PG. 696. ' 97
536 DIXON R0.
ELLENBORO. NC. 28040
(828) 453 - 8494 ?-,
4.M4'

Hs?s,r u ??mo his 45
? 3vr?rc'??f rrradr e yt .
F -k 5 "d j-
44
'?- 99x
06

? o0
la ?'? ? 7
Mpt
25,
HOYLE &
O HELEN GOLD
OB. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
50
rM M 5.04 C U To !r414 0 -D
HOYLE &
O HELEN GOLD
OB. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 21 OF 29
52
51
9
i
H
F /
9
98
x0
0
Cxf-tAd fo So 9
EXISTING, 30' X 18' RCP
w .> ??fav7'oszteo
48
JEROME &
6 BRENDA TONEY
O 06.696. PG. 696. ' 97
536 DIXON R0.
ELLENBORO. NC. 28040
(828) 453 - 8494
}

P.P.
37'LT.
HOYLE &
7 HELEN GOLD
08.269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
l
MATCH LINE STA. 56+50
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 22 OF 29
56
EXISTING 22' X 18' RCP
E y, J ?-o ?-b '
HOYLE &
O HELEN GOLD
DS. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
1

id 'r,
NMr
l? RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 23 OF 29
11qT
\cy
60
59
HOYLE &
O HELEN GOLD
OB. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
HOYLE &
O HELEN GOLD
OB. 269. PG. 545
2957 W. STAGELOA
SHELBY. NC. 28150
F-zaz l 6 ?,PZssk*0 hA 5 _
i
?. F? ;,d
F e-olV .5Lmb 1"o Go tai
LAA
----------- - - -
58
57
MATCH LINE STA.56+50

MAX &
O MILDRED BURGIN
OB. 760. PG. 586. ' 00
167 STROUD RD.
ELLENBORO. NC. 28040

QQ ?
x
QP
v
?Q
J
61+1 L P.P. 61+24_ GUY WIRE
381T. 261T.
p ?
HOYLE &
O HELEN GOLD
DB. 269. PG. 545
2957 W.STAGELOA 44
SHELBY. NC. 28150
T

C/?F
STq• 6
?XO
Q
V 0
61
?i'v? Go?? l o G z*o 0
idl
y?
? \o
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 24 OF 29 j
64
10 SBN FENCE
t5 - NEW SOW. & 5 - OLD SBOJ
MOVE OFF R/W DOT
63
MAX &
9 MILDRED BURGIN
O OB. 760. PG. 586. ' 00
167 STROUD RD.
ELLENBORO. NC. 28040
62
fem.!? 42?oo'd7' Gbfoo has a.
y ,L7 /4r .lie ,L r1. r ? e. OA ? - t6?/
L. zEt
60
DONALD &
SUSAN MARTIN
OB. 764, PG. 449. ' 00
P. 0. BOX 14
ELLENSORO. NC. 28040

RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SET 25 OF 29
EXISTING 30' X 15' RCP
o t? r7zd 68
67+45 P.P.
291T.

49A?5;?wa ?
67
MAX &
J MILDRED BURGIN

OB. 760. PG. 586. '00
167 STROUD RD.
ELLENBORO. NC. 28040
66
10 5811 FENCE
G - NEW SOW. & 5 - OLD S811a
MOVE OFF R/t DOT
65
MAX &
O MILDRED BURGIN
DB. 760. PG. 586. '
167 STROUD RD.
ELLENBORO. NC. 28

0 5811 FENCE
15 - NEW SOL & 5 - OLD SBWJ
MOVE OFF R/W OOT
e p h -4T
??f?..aet' /? reCJ.. oASQ
MATCH LINE STA. 64+00

a
?I LEILA RICHARD
DB. 2001 E. PG. 17. ' 00
682 DYCUS RD.
ELLENBORO. NC. 28040
(828) 453 - 7480
71+35 E.).P.
33.31T.
l RUTHERFORD COUNTY '
SR. 1787 DIXON RD.
MJ r SHEET 26 OF 29
Cy ? lNE
00 0 S Tq. ??+5
'Fla vl7z+vo 1? 7?1r?o
eL _0 4",
y
71
MAX &
O MILDRED BURGIN
DB. 760. PG. 586. ' 00
167 STROUD RD.
ELLENBORO. NC. 28040
510
70
to WANDA RICHARD
DB. 607. PG. 255,'93
240 DIXON RD.
\ ELLENBORO. NC. 28040
(828) 453 - 0815
10 SOW FENCE
(5 - NEW SOW. & 5 - OLD SBWJ
MOVE OFF R/W DOT
69
m`1- be
11 6ax5o
Mr

J
76+50
MATCH LINE STA.
5 a ,r? o
IPA I .
0
I?
4
LEILA RICHARD
' OB. 2001 E. PG. 17. ' 00
682 DYCUS R0.
ELLENBORO. NC. 28040
(828) 453 - 7480
l td0r-?
V
=3 A5'
25' m
N I p
O I
0 ?..
RUTHERFORD COUNTY
SR.1787 DIXON R0.
SHEET 27 PF 29
76
I) LEILA RICHARD
OB. 2001 E. PG. 17, ' 00
682 DYCUS RD.
ELLENBORO. NC. 28040
(828) 453 - 7480
75
E7Kt;
EXISTIN
.0
X 18' CSP
Te W4.400
M-29 PED
24'RT_
ovo?

s?o?, ??e 9
MATH L?NE S V +/
A 72+gO
C-t 4 1
, 74
MAX &
O MILDRED BURGIN
08. 760. PG. 586. ' 00
167 STROUD R0.
ELLENBORO. NC. 28040
73
0 SBt FENCE
(5 - NEW SOW. i 5 - OLD S8WJ
MOVE OFF R/f DOT

r
--?_
RUTHERFORD COUNTY
SR. 1787 DIXON RD.
SHEET 28 OF 29
1
80

?y
79
3
" LEILA RICHARD
DB. 2001 E. PG. 17. ' 00 °
682 DYCUS RD. w
a
ELLENBORO. NC. 28040 0
(828) 453 - 7480 °L
036
MATCH LINE STA. 76+50
I) LEILA RICHARD
77
?l0yn 7?fvo?
?rJT ?O?aa 1;4-'v
/ECM S H ,?,frG?.
OB. 2001 E. PG. 17.'00
682 DYCUS R0.
EILENBORO. NC. 28040
(828) 453 - 7480
78
RUTHERFORD COUNTY
SR. 1787 DIXON R0.
SHEET 29 OF 29

•
?
:?~
?
?
0)

i

i
i

ti

i
i

i
END PROJECT STA. 82+86 t SR '1767
END PROPOSED 25' R/W LTA RT.

I 15' SOIL OR.
W/ 2B' X 15' RCP
?A
D

I I
82

I I

/y
?
?•
? I I o O LEILA RICHARD
'
O
'
?„? N 25' 25' m
00
PG. 17.
OB. 2001 E.
? 682 DYCUS RD.
/ o ELLENBORO. NC. 28040
a f,a? ?1°?? (828) 453 - 7480

I?
II LEILA RICHARD ° 81
OB. 2001 E. PG. 17. ' 00 co
r?m
682 DYCUS RD.
ELLENBORO. NC. 28040
(828) 453 - 7480

MATCH
LINE
• 80+50
SSA