20080508 Ver 1_Application_20080320

~.
MICHAEL F. EASLEY
GOVERNOR
March 6, 2008
US Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
ATTN: Mr. John Thomas
NCDOT Coordinator
LYNDO TIPPETT
SECRETARY
080508
Subject: Application for Section 404 Nationwide Permit 14 and Section 401 Water
Quality Certification. Widening of US 70 from the Rowan/Iredell County Line to
SR 1001(Amity Hill Road) in Rowan County. NCDOT Division 9, State Project No.
8.1631801, WBS No. 34517.1.1, T.I.P. No. R-2911B.
$240.00 Debit from WBS Element 34517.1.1.
Dear Sir,
The North Carolina Department of Transportation (NCDOT) proposes to widen US 70 from the
Rowan County/Iredell County line to SR 1001 (Amity Hill Road) in Rowan County. US 70 will
be widened from the existing two-lane facility to a four-lane divided roadway. The improved
facility will have a 30-foot raised grass median with grass shoulders on each side. The new
facility will include two lanes, a 12-foot wide travel lane in each direction, plus S-foot shoulders,
4-feet of each shoulder will be paved. The proposed project replaces the current bridge over
Third Creek with dual structures; each structure is a 4-span pre-stressed concrete girder bridge
with an overall length of 280-feet and a total bridge width of 39-feet, 3-inches. The bridge will
span Third Creek. The bridge will include two lanes, 12-foot wide in each direction with a 4 -
foot shoulder.
The purpose of this project is to increase traffic carrying capacity and to improve safety by
widening US 70 from the existing two-lane facility to a four-lane facility. The proposed
widening of US 70 will provide a continuous multilane facility leaving Statesville in
conformance with thoroughfare plans for Statesville. US 70 is a Major Arterial for Rowan
County and a Principal Arterial/Major Thoroughfare for Iredell County that serves commuters
traveling between Statesville, Cleveland and Salisbury. Construction of this project will be a
step toward implementation of these long-range plans, which were adopted by local governments
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] Of 2728 CAPITAL BLVD. SUITE 240
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 919-715-1335 RALEIGH NC 27604
NATURAL ENVIRONMENT UNIT
598 MAIL SERVICE CENTER FAX: [phone]
SIGH NC 27699-1598
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STATE OF NORTH CAROLINA
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DEPARTMENT OF TRANSPORTATION
WEBSITE: WWW.NCDOT.ORG

and NCDOT. Please see the enclosed Pre-Construction Notification, permit drawings, and
design plans for the subject project.
NEPA DOCUMENT STATUS
An Environmental Assessment (EA) for all project sections was completed for the project in May
of 1999, the Federal Highway Administration (FHWA) issued an administrative action, Finding
of No Significant Impact (FONSI) for all project sections in December of 2000. A Right of Way
Consultation was completed for R-2911 B in September of 2004. Additional copies of these
documents are available upon request.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in sub basin 03-07-06 of the Yadkin River Basin. This area is part of
Hydrologic Cataloging Unit 03040102. There are three perennial streams, with a best usage
classification of Class C, located within the project area. The streams are Third Creek and two
unnamed tributaries (UTs) to Third Creek. Anew bridge will be constructed over Third Creek
east of the existing bridge. Both UTs will be piped under the proposed roadway widening.
There are no streams listed on the 2006 Fina1303(d) list within 1.0 mile of the project study area.
Neither High Quality Waters (HQW), Water Supplies (WS-I or WS-II), nor Outstanding
Resource Waters (ORW) occur within 1.0 mile of the project area.
There are three riverine wetlands located within the project area. Two of the four wetlands
originate inside of the project study area and expand well beyond the limits of the corridor. The
wetland at Site 2 is located on the south side of US 70, Plan Sheet 14, Station 140+81 to 141+11.
There is another wetland located within the project corridor just south of this wetland. However,
this wetland will not be impacted by the project, but it is shown on Plan Sheet 14. Site 4 shows
two wetlands. These wetlands are located at Station 161+g2 to 164+10.
The US Army Corps of Engineers is satisfied with the Jurisdictional Information they have in
their files regarding this project.
SCHEDULE
TIP No. Let Date Com letion Date
R-2911 A 8/ 17/2004 7/2007
R-2911 B 9/ 16/2008 N/A
R-2911 C 12/21 /2004 9/2007
R-2911 D 12/21 /2004 9/2007
R-2911 E 12/21/2004 6/2007
R-2911 B Permit Application
Page 2 of 6

R-2911 B calls for a let date of September 16, 2008 and has a review date of August 5, 2008.
This project has a date of availability of October 28, 2008. It is expected that the contractor will
begin construction shortly after that date.
Permanent Impacts
There will be a total of 250 linear feet of permanent jurisdictional stream impacts and <0.10 acre
of permanent riverine wetland impacts.
Site 2:
Approximately <0.01 acre of riverine wetland impacts are due to mechanized clearing for the
construction of a lateral base ditch.
Site 3:
There will be approximately 123 linear feet of permanent jurisdictional stream impacts to UT to
Third Creek. These impacts are the result of the construction of a lateral V ditch.
Site 4:
There will be a total of 0.09 acre of riverine wetland impacts at this site. The wetland impacts
are broken down as follows: 0.05 acres of riverine wetland impacts from permanent fill, 0.01
impacts from excavation in wetland, and 0.03 impacts due to mechanized clearing in wetland.
Permanent surface water impacts to this site will be 127-linear feet to UT to Third Creek. All
wetland and stream impacts associated with Site 4 are the result of the construction of a lateral V
ditch and the installation of the 72-inch steel plate pipe.
Temporary Impacts
Site 1:
There will be 0.04 acre of temporary impacts to the surface waters of Third Creek resulting from
the use of two causeways. The causeways will be used during the construction of the new bridge.
Please note that both causeways will not be in place at the same time in order to allow maximum
flow through Third Creek. The temporary causeways will be used to support a crane during
construction of the bridge.
Utility Impacts
There will be no NCDOT utility impacts to jurisdictional areas on this project.
R-2911 B Permit Application
Page 3 of 6

FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed
Endangered (PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and
Section 9 of the Endangered Species Act of 1973, as amended. The United States Fish and
Wildlife Service (USFWS) lists 1 species for Rowan County. Table 1 lists the species and their
federal status.
Table 1. Federally Protected Species in Rowan County. NC
Common Name Scientific Name Federal Biological Habitat
Status* Conclusion Present
Schweinitz's sunflower Helianthus schweinitzii E No Effect Yes
~; =endangered
A Biological Conclusion of "No Effect" was given in the Environmental Assessment (EA) for
the bald eagle based on lack of habitat. The bald eagle was delisted on August 8, 2007 from the
Endangered Species Act. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act)
(16 U.S.C. 668-668d) becomes the primary law protecting bald eagles.
A Biological Conclusion of "No Effect" was also given in the EA for Schweinitz's sunflower. A
field survey for Schweinitz's sunflower was conducted on September 27, 2007 by NCDOT
Biologists. Suitable habitat exists along the roadside shoulder. No populations of Schweinitz's
sunflower were found during the survey. Therefore, the Biological Conclusion of No Effect
remains valid.
CULTURAL RESOURCES
Archaeolo~y
In a letter located in the EA, dated December 21, 2000, the State Historic Preservation Office
(SHPO) concurred with the NCDOT that archeological sites 31 RW 172, 31 RW 173, 31 RW 174,
and 31 RW 175 were lacking integrity and not eligible for listing in the National Register of
Historic Places. These archeological sites are all located on the south side of US70 in the area of
Third Creek.
Historic Architecture
In a letter located in the EA dated December 6, 1996, the SHPO identified the Wood-Fleming
House, located south of US 70, 0.5 miles east of its junction with SR 1808, as being of historic
and cultural importance. In a letter found in the EA dated September 11, 1998, it was determined
that with the selection of Alternative 3A (a four lane alternative with 30-foot medians), SHPO
concurred with the conclusion of No Adverse Effect as long as there were no median openings in
front of the historic property. There are no median openings located in front of the Wood-
R-2911 B Permit Application
Page 4 of 6

Fleming house and historic properties associated with it. Therefore, the conclusion of No
Adverse Effect applies. The Wood-Fleming House is located on the south side of US 70 on Plan
Sheet 4, Station 16 and Plan Sheet 5, Station 17.
MITIGATION OPTIONS
Avoidance and Minimization and Com enp satorv Miti ag tion
The NCDOT is committed to incorporating all reasonable and practicable design features to
avoid and minimize jurisdictional impacts, and to provide full compensatory mitigation of all
remaining, unavoidable jurisdictional impacts. Avoidance measures were taken during the
planning and NEPA compliance stages; minimization measures were incorporated as part of the
project design. With the exception of not building the project, there are no feasible means of
avoiding impacts to the streams or wetlands. NCDOT will minimize impacts to the streams and
wetlands through the use of best management practices.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize,
and mitigate, in sequential order, impacts to waters of the US. The following is a list of the
project's jurisdictional stream avoidance/minimization activities proposed or completed by
NCDOT:
Avoidance/Minimization
• Temporary construction impacts due to erosion and sedimentation will be minimized through
implementation of stringent erosion control methods and use of Best Management Practices
(BMPs) highlighted in NCDOT's "Best Management Practices for Construction and
Maintenance Activities".
• Maintain 2:1 fill slopes in jurisdictional areas.
• Best Management Practices for Protection of Surface Waters will be implemented.
• The new bridge on US70 will span Third Creek. There will be no bents placed in the water.
Compensatory Miti ation
Due to the minimal amount of impacts (<0.01 ac) to riverine wetlands located on the subject
property, no compensatory mitigation is proposed. There are two tributaries to Third Creek with
stream impacts. These tributaries are degraded with silt and sediment and do not provide
significant aquatic uses. Therefore, mitigation is not proposed for the stream impacts to the two
tributaries to Third Creek (250 ft. total).
REGULATORY APPROVALS
Section 404 Permit: The project has been processed by the Federal Highway Administration and
has been issued an administrative action of, "Finding of No Significant Impact" (FONSI) in
R-2911 B Permit Application
Page 5 of 6

accordance with 23 CFR 771.115(b). The NCDOT requests that these activities be authorized by
a Nationwide Permit 14 (Federal Register Vol. 72, No. 47 Pages 11092-11198; March 12, 2007).
Section 401 Permit: General Water Quality Certification 3704 will apply to this project. All
general conditions of the Water Quality Certifications will be met. Written concurrence is
required for this certification. In accordance with 15A NCAC 2H, Section .0500 and 15A NCAC
2B.0200 we are providing five copies of this application to the North Carolina Department of
Environment and Natural Resources, Division of Water Quality, for their review and approval.
A copy of this permit application will be posted on the NCDOT website at:
http://www.ncdot.org/doh/preconstruct/ a/neu/ ermit html. If you have any questions or need
additional information, please contact Sara Easterly at 919-715-5499 or
seeasterly@dot. state.nc. us.
Sincere
,r.
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Gregory .Thorpe, Ph.D.
Environmental Management Director, PDEA
Cc:
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marla Chambers, NCWRC
Ms. Marella Buncick, USFWS
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. S. P. Ivey, P.E., Division Engineer
Mr. Kent Boyer, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Beverly Robinson, P. E., PDEA
R-2911 B Permit Application
Page6of6

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. 2 ~ Q ~ 0 5 0 8
(lf any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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: Nationwide Permit 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, 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 Department of Transportation
Mailing Address: Gregory J. Thorpe Ph.D. Manager
Project Development and Environmental Analysis Branch
1598 Mail Service Center
Raleigh NC 27699-1598
Telephone Number: 919-733-3141 Fax Number: 9.19-733-9794
E-mail Address: Qthorpe(a,dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8

III. Project Information
3
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.
I . Name of project: Proposed Widening of US 70 From the Rowan/Iredell County line to SR
1001 (Amith Hill Road)
2. T.I.P. Project Number or State Project Number (NCDOT Only): R-2911B
Property Identification Number (Tax PIN): N/A
4. Location
County: Rowan Nearest Town: Cleveland
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): 40 West to Exit 151
(Hwy 77) take 77 South to Exit 498 (US 70) Take US 70 east to the Iredell/Rowan County
Line.
5. Site coordinates (For linear projects, such as a road qr utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): °N °W
6. Property size (acres): Please refer to attached drawings.
7. Name of nearest receiving body of water:.. Third Creek (Lake Norman)
8. River Basin: Yadkin River
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at h~://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: The local area surrounding the proposed project consists of
gently rolling hills and land with both commercial and residential development
Page 2 of 8

10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to widen US 70 to a four-lane divided facility from the Iredell/Rowan County Line
to SR 1001 (Amity Hill Rd). Heavy duty excavation equipment will be used such as trucks
dozers, cranes and other various equipment necessary for roadway construction
11. Explain the purpose of the proposed work: The purpose of this project is to improve safety
and provide better traffic carrying capacity along US 70 US 70 is a Major Arterial for
Rowan County and a Principal Arterial/Major Thoroughfare for Iredell County that serves
commuters traveling between Statesville Cleveland and Salisbury
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. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There will be approximately 250
linear feet of warm perennial stream impacted 123-feet from the installation of a 24-inch
reinforced concrete pipe, and 127-feet from the installation of a 72-inch steel plate pipe The
installation of the 72-inch pie and the installation of a lateral base ditch will result in <0 10
acres of riverine wetland impacts.
Page 3 of 8

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Im act
p T
ype of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
(yes/no) (linear feet)
Site 2 Mechanized Clearing herbaceous No <0.01
Site 4 Permanent Fill in herbaceous No 0
05
Wetland .
Site 4 Excavation in Wetland herbaceous No 0.01
Site 4 Mechanized Clearing herbaceous No 0.03

Total Wetland Impact (acres) <0.10
3. List the total acreage (estimated) of all existing wetlands on the property: 1.2 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact

(indicate on map) Intermittent?
Before Impact
(linear feet)
(acres)
Site 1 Third Creek Temporary perennial 20 feet 20 0
04
Causeway .
Site 3 UT to Third Creek 24-inch RCP Perennial 2.0 feet 123 0.01
Site 4 UT to Third Creek 72-mch Steel Plate perennial 127 0
02
Pipe 3.0-feet .

Total Stream Impact (by length and acreage) ~3d_ ;,~~ 0.07
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
N/A

Total Open Water Impact (acres) 0
Page 4 of 8

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.07
Wetland Impact (acres): 0.09
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.16
Total Stream Impact (linear feet): 250
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above iri 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
Current land use in the vicinity of the pond: 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.
With the exception of not building the protect, there are no means of avoiding impacts to waters
of the Sate. NCDOT will minimize impacts to the stream and wetlands through the use of Best
Management Practices.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc. us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map; if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.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:
Amount of stream mitigation requested (linear feet): N/A
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 ^
Page 6 of 8

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)
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), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1
2
Total
[.one i extends out 3U Teet perpendicular from the top of the 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, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer
Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B
.0242 or .0244, or .0260.
N/A
Page 7 of 8

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
N/A
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:
N/A
XV. 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
I
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

Station
(From/To)

Structure
Size /Type
Permanent
Fillln
Wetlands
(ac
Temp.
Fillln
Wetlands
ac
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1 137+93 To 138+70 *BRIDGE 0.04
2 140+81 To 141 +11 <0.01
3 147+22 To 148+21 _ 0.01 123
4 _ 161 +82 To 164+10 PROP 72" 0.05 0.01 0.03 0.02 127

TOTALS: 0.05 0.01 0.03 0.03 0.04 250
*The permanent impact due to the proposed dual structures is 180 ftZ (<0.01 Acres).

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2840 PLAZA PLACE
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LOCHNER
H. W. IOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612
ROWAN COUNTY
PROP.72' ON NC 70
OVER TRIBUTARY TO THIRD CREEK
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37A
WIEUAM E.
RUSSELL
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PRO1ECf REFERENCE N0. SNEET N0.
R-2~r~e ~_!
RM' SNEET N0.
lOADWAY DESGN NYOAAUUCS
ENGINEE0. ENGINEER
~iIELIMIN. RY ~L~NS
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NCDOT CONTACT: ~ `~~
CATHY ROUSER, P.E.
PROJECT ENGINEER ~oG~~~
I'.\ I'I~; L?I~ \OI~', I'II ~'.\I''I?I,I\.\ --- rt.n R•°~.~a°~~°
I~I~I;~IO~~ I~I~ I Ili ~111~ .A 1.~, '~~ R-2911B
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34517.2.7 STP-70 81
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1,(1C:1'1'lON; (IS 70 /''!1(1,11 Illl':111i1.1. l;(If~NI'1' /.INI:
T'0 I;~S'!' UI'' ,~'/t lOUI (.IAl1Tl' 11/1.1, ROAD)
TYPE OF WORK: G/lAl)IN(-, I)RAINAGL;1'AV1NG, CULVERTS
SIGN~II.,S, ; [Nll S'1'IIUCI'[IRIS
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2
STA. 187+74.11-L- END TIP PROTECT R-291lB
METHOD OF CLEARING: Type III
GRAPHIC SCALES
50' 25' 0 50' 100
~1 ~ tl~~'
PLANS
50' 25' 0 50' 100'
1~~ _. _._
PROFILE HORIZONTAL)
1 ` s' 0 l o' 2a'
l PROFILE (VERTICAL)
DESIGN DATA
ADT 2008 = 13,300
ADT 2030 = 23,500
DHV = 9
D = 55
T = 9 % '
V = 60 MPH sr+ou~oea
secrioN
V = 50 MPH cues a curree
SECTION
TTST 6% DUAL 3%
PROJECT LENGTH
LENGTH ROAD[I'AS' TIP PROJECT R-?91IB = J3IJ Miles
LENGTH STRUCTURES TIP PROJECT R-29118 = 0.053 Miles
TOTAL LENGTH STATE TIP PROJECT R-2911B= J..366 Miles
THIS IS A PARTIAL CONTROLLED-ACCESS PROJF.C'7
WITH ACCESS BEING LIMITED TO
POINTS SHO[f?J ON THE PLANS.
__f__~
__ ,1
RW ~'. 11111
THIS PROJECT I$ LOCATED WITHIN PRoELIM eN~ARYs PLANS
CITY BOUNDARY OF CLEVELAND.
Pre~reQ fn i/e Offlce af: HYDRAULICS ENGINEER
LOCHNER
N.w LOCHNER, INC.
4840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612
~oo~ STA.VUdRU lPECfFrfa710S5
RIGHT OF WAY DATE: $tephen Brocade. P. E, sresarukE-
October 30.2004 raoJECTE,vcaveER ROAD14'AY DESIG,4'
ENGINEER
LETTING DATE: Brian K. Eason, P.E.
October 21 2008 PROJECT DESIG.4 E\G1.1'EEN
rr
DIVISION OF HIGHII'aY.S
STATE OF NORTH C,9R!)L1;1:1
ST,ETF, DF,SIG.\' F.\'G1~4'F.FR -
DEP.9RTA7F,NT OF TkA4:',prrl+l lf'
FEDERAL HIGHH'.'Il' .II1,ttL~YVk
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ROADS t~ RI:I,AT'F,D ITEMS
Edge of Pavcnlcnt
Curb
Prop. Slope Slakes Cut _ _ _ c _ _
Prop. Slope Stakes Fill _ _ _ F _ _ _
Prop. Woven Wire Fence ~_-
Prop. Chain Link Fence ~~~_
Prop. Barbed Wire Fence ~~
Prop. Wheelchair Ramp
Curb Cut for Future Wheelchair Ramp cr
Exist. Guardrail
Prop. Guardrail
Equality Symbol ~
Pavement Removal
RIGHT OF WAY
Baseline ConirolPoint _____________________ ~
Existing Right of Way Marker ________________ 0
Exist. Right of Way Line w/Marker ___________ ~_
Prop. Right of Way Line with Proposed
RNJ Marker (Iron Pin & Cap) _____________ ~
Prop. Right of Way Line with Proposed
(Concrete or Granite) R~4V Marker _ _ _ _ _ _ _ _ _ _
Exist. Control of Access Line _________________ -mac}_
,n,
Prop. Control of Access Line ________________ ~_
Exist. Easement Line _________________________ _ __ -_r_ _ _
Prop. Temp. Construction Easement Line _ _ _ _ _ e
Prop. Temp. Drainage Easement Line ________ --roE-
Prop. Perm. Drainage Easement Line ________ -poE-
HYDROLOGY
Stream or Body of Water __________________ _
River Basin Buffer__________________________ -pes
Flow Arrow- - --- ----- - - - ~
Disappearing Stream_____________________ ~
Spring ----- -- - ---- ------ - per- ~
Swamp Marsh -- ~
Shoreline-- - -- - - - - - - - - - -
falls, Rapids --- - - - - - - (
Prop Lateral, Tail, Head Ditches
F- FILW
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ~ coNC_~
- -
Bridge Wing Wall, Head Wall
and End Wall .-___________.________ )colucww(
PAOIECi AfFERENCE NO f '~illl I rite
~~'~~,~'"'J'll? i(~il~ I~'~~0''~I~''I'll (';~\~I~IU~I,IfN:1
'l ~ ~ ~" If 5I,11(~a'~' ~O II~ '~I :I ~I ~(:~ ~~~~ ,~~ ~1~~~° ~'1 1";~
CONVENTIONAL SYMBOLS
MINOR
Head ~ End Wall roN~li-~
Pipe Culvert
Footbridge ~ _
Drainage Boxes ~ ~.1i
Paved Ditch Gutter
UTILITIES
Exist. Pole
Exist. Power Pole
Prop. Power Pole _ _
Exlst. Telephone_Pale_ - -
Prop.Telephone Pole__..________________.
Exist. Joint Use Pole - _ _
--- -
Prop.JointUse_Pale______ ___..__-_____.
Telephone Pedestal ___ ___ _______________
U/G Telephone Cable Hand Hold - _ _ _ _ _
Cable N Pedestal ______ _________________
lUG TV Cable Hand Hold__.____-_______
WG Power Cable Hand Hold _______________
Hydrant--- ------ - - --- - ---
Satellite Dish_-____________._____________
Exist. Water Valve _ _ _ _
Sewer Clean Out ________________________
Power Manhole _________________ ___________
Telephone Booth __-_____________________
Cellular Telephone Tawer__________________
Water Manhole___________
Light Pole -- --- -- --
H-Frame Pole----------------------_ ---
Powerline Tower_______._________________
Pole with Base _____________________________.
Gas Valve ---- --------- - - ---
Gas Meter -- - -- - ----
Telephone Manhole________- _ _____________
Power Transformer _ -
Sanitary Sewer Manhole _ _ _ _ _ _ _
Storm Sewer Manhole
Tank; Water, Gas, Oil _ _ _ _ _
Water Tank With Legs _
Traffic Signal Junction Box
Fiber Optic Splice Box
Television or Radio Tower
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement _
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Recorded Water Line -W-W-
Designated Water Line (S,U.E.*) - _w- ~_ _
Sanitary Sewer - -ss-ss-
~ Recorded Sanitary Sewer Force Main _ -fss-rss-
Designated Sanitary Sewer Force Main(S.U.E.* )- rss-rss -
Recorded Gas line
_ - - - - - -e-s-
Designated Gas Line (S.U.E.*) _ _ _ _ . _ _ _ _ _ _ _ _c_ _c_ _
Storm Sewer- ----- -s-s-
Recorded Power Line __. -p-p-
Designated Power Line (S.U.E.*) -_ __ __ _ ~_ _p_ _
Recorded Telephone Cable __ ______ ___ -r-r-
Designated Telephone Cable (S.U.E.*) ______
- -1- -r- -
Recorded U/G Telephone Conduit _ _ -rc-rc-
Designated lJ/G Telephone Conduit (S.U.E.*) _ _rc--rc--
Unknown Utility (S.U.E.*) _-______-. -vun~un-
Recorded Television Cable _ _ _ _ _ _ _ _ _ _ _ _ -rv-rv-
Designated Television Cable (S.U.E.*) _ _ _ _ _ _ _ _tv--rv--
Recorded Fiber Optics Cable _____________ -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) ____
Exist.WaterMeter ___________________ __ro--ro--
O
USG Test Hole (S.U.E.*) _ _________________
Abandoned According to U/G Record _ _ _ _ aTrue
End oflnformation ___ ____________________ Eo,,,
BOUNDARIES ~ PROPERTIES
Slate Line
County line _ _ _
-----
Township Line --_ --. ----------_ -__-_--
City Line
Reservation Line_____ __ __________ _ _-_-___
Property Line --- -------- -
Property Line Symbol _ _ - _ _ _ _
Exist. Iron Pin _
____ .
p
_
Property Corner e
- ---- - - +
Property Monument _ _ _
Properly Number ---- - 123
Parcel Number 6
Fence Line -x-x-x-
Existin Wetland Boundaries
g ww a Issw
- - -woe- -
Hiyh Quality Wetland Boundary -eo w~e-
MCCIIUIII QUpllty WCtI(Illll BUUI1dnrICS M0 WLB-
Low Quality Wetland Bovn(In(ies _ (o w(e-
Proposed Welland Boundnuc~, -was---
Existiny Endanycrcd Anumll Boun(Inrios - - Eae - -
I xlStl n(t Endllll(ICI C[I PI(Illi Bn(IIId(IIIC; - -EPe- -
BUILDINGS £~ OTHER CULTURE
Buildings -------------------------- ---- ---- U
Foundations---------------------------- ---- ~ 1 ~
Area Outline _______________________ ___ ~^~
Gate - ---- ------------ --
Gas Pump Vent or U/G Tank Cap a
Church - - --- --- ---- --
School - -- ------- ---
Park - ------ ------ ------- - - ~- - -

Cemetery - -- ------------ ~. J
-- ~ J
Dam ----- --- -- ----- -
Sign-------- - ----- ------- ----- - o
Well ---------- -- -- -- ---------- -- °
Small Mine - -- ----- ------- -- x
Swimming Pool_____ ___________
TOPOGRAPHY
Loose Surface _ _ _ _ _ _
Hard Surface __________
Change in Road Surface
Curb
Right of Way Symbol ______________________ R/W
Guard Post ------ ----- ----------- ---- ocP
Paved Walk - ----------------- -
Brid
e
g
--- -- ---- ------ --- -- ~~
Box Culvert or Tunnel
-------- ~-------~
----- 1--------~
Ferry ---- - --- -- - ---- ---------
Culvert --- -- -- ---- ---- -- -
Footbridge - - - --- -- ---- •-•-•----•---
Trail, Footpath __________________________ , ,
Light House
VEGETATION
Single Tree ------ - --- - ---- -- Q
Single Shrub - - -- ---- -- - o
Hedge --- - - --- --- -- M.,~,-rr„
Woods Line - - - - - _ ~~ti.,,,
Orchard -- - - - - - Q€~4441`?~
Vineyard ________________
------- - ---------- ~---

~INEYapo
RAILROADS
Standard Gauge___________________________ ~~ ~I I

RR Signal Milepost _ _ _ _ _ _. _ „*,.~,tw,~,,.,
a
Switch

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9
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PROP. VAR. 1711'111 A;I'HAI 1 GUNCAI II SARI AI;I LUUIi:;I IYI'I 9!I. SH,
~4 AT AN AVERAGE RAIL OF 112 LBS. PLH 50. YU, PLH 1" Ut PIII. IU R 1 2' G" CDNCNL II CUHO ANU GUIIf N.
BE PLACED IN IAYI NS NO1 TO EXCEED 11~~" 1N UI I'IH. '
PROP. VAR. DL I'1H ASPHALT CONCRETE SURI ACE COUAGC, IYPL 59. SC

~5 ,
AT AN AVERAGE RATE OF 112 LBS. PER S0. YD. PFR 1" DEPTH. TO
RZ
1'-6" CONCHLII CUHR ANU Gllllf R

BE PLACED 1N LAYERS NOT TO EXCEED II~~" IN DEPTH. .
D' PROP. APPROX. M1" ASPHALT CDNCRETF INTERMEDIATE CDIIRSE, R 3 EXPRESSWAY GU11LR
TYPE I19.OB, AI AN AVERAGE RATE OI 450 LBS. PEA S0. YU.
DZ PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,

TYPE I19.OC, AT AN AVERAGE RATE OF 456 LBS. PER S0. YD. T EARTH MATERIAL.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE

D3 ,
TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER SD. YD. PER 1"

DEPTH, TO BE PLACED IN LAYERS NDT LESS THAN 2 /q" IN DEPTH OR U EXISTING PAVEMENT.
GREATER THAN 4" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CDNCRETF INTERMEDIATE COURSE,
D4 TYPE I19.OC, AT AN AVERAGE PATE OF 114 LBS. PER SD. YD. PER 1° "

DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2,4° IN DEPTH OR ~ MILLING OF EXISTING PAVEMENT 4
IN DEPTH.
GREATER THAN 4" IN DEPTH.
E~ PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT W1 VARIABLE DEPTH ASPHALT PAVEM
N

AN AVERAGE RATE OF 456 LBS. PEA S0. YD. E
T (SEE WEDGING DETAIL ND. 1)
EP PADP. APPROX. 5° ASPHALT CONCRETE BASE COURSE, TYPE B25.08, WP VARIABLE DEPTH A
PH
T P

AT AN AVERAGE RATE OF 57D LBS. PER SD. YD. AL
AVEMENT
S
(SEE WEDGING DETAIL No. 2(
E3 PROP. APPROX. B° ASPHALT CONCRETE BASE COURSE, TYPE 825.OC, AT ~13 VARIABLE DEPTH A
P
T P

AN AVERAGE RATE OF 456 LBS. PER SD. VD. IN EACH OF TWO LAVERS. HAL
S
AVEMENT (SEE WEDGING OETA R ND. 31
PADP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE 825.0B,
E4 AT AN AVERAGE RATE OF 114 LBS. PEA SD. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER
THAN SYZ" IN DEPTH.
NOTE: PAVEMENT EDGE SLOPES AAE 1:1 UNLESS SHOWN OTHERWISE.
ORIGINAL
GROUND
Ct -~-
30'-0" 12'-0" 12'-0" 12'-D" 15'-0" ~ 15. 0"
IS'-0" WiGR •VAR. 15'-0" TO 9'-D"I'VAR. 15'-D" TO 9
Z 8~_0° q--0" r-0' Ir s.e Numl q~~ y„
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GRADE TO THIS LINE -
vAR. ti TYPICAL SECTION N0 1
a` Not e. Saw Cut 1'-0" .
As Directed By Engineer
12'-0" 12'-0" 12'-D"
15'-0" W,GR
r-0. Ir soy Nor.l 4'-0" B'-0"
FOPS
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r
18'-D"
6; ]
LOCHNER
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612
L SURVEY
I~ MIN. ~ ~ ~ ~ M N
4"
MIN.
Wedging Detail No. 1
CL SURVEY
C2 C4 C4 C
PROJECT REFERENCE NO S~1EI t NU
R-29118 2
ROADWAY DESIGN PRVEM[NI UESIGN
ENGINEER tNi,INttx
PRELIMINARY PLANS
DO NOT VSE PoR CONSTPi'!"fION
\T~ 4„~
I MIN.
~ ~ ~ =
3" U U 3"
MIN. MIN.
Wedging Detail No. 2
CE SURVEY

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0 VAR.
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ORI
INAL
-
A~~ GROUND
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USE ttPICAL SECTION N0. 1
-L- STA. 10,-OD.00 TO -L- STA. 14+65.D0
09
N~2
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Wedging Detail No. 3

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-L STA. 55+99 TO 57+06 ~L- STA. 146+21 TO 147+27
-L~ STA. 79+94 TO B1r00
-L- STA. 62+30 70 63+36
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H. W. LDCHNER, INC.
2840 PLAZA PLACE, SUITE 202
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ORIGINAL
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P0.01ECi REFERENCE NO $NEET N0.
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USE TYPICAL SECTION N0. 2
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-L- STA. 131+25.00 TO -L- STA. 136+96.00 +/- (BEGIN BRIDGE)
-L- STA. 139+25.00 +/- (END BRIDGE) TO -L- STA. 168+50.00
-L- STA.168+50.00 TO -L- STA. 173+50.00
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R-29ue z-e

H. W. LOCHNER, INC. AOADWAV DESIGN
ENGINEER ?avEmENi DESIGN
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2840 PLAZA PLACE, SUITE 202
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-Y7- STA. 10x03.12 TO -Y7- STA. 12+53.12 W2 WEDGING SEE DETAIL 2
W3 WEDGING SEE DETAIL 3

PROTECT REFERENCE NO SHEET NO
~~~~~~~~~~ ~~~~ ~~~1 i~~~1 :~1~
PARCEL INDEX
PAR(II N.. SNIFFY N~~ PROPIkIY (IWNIk NAMI
I 5, 6 SHAVER WOOD PROfri1Ci5 INC
7 6, 7 JOHN STRICKLAND ANU WIFE, KATHRYN H
3 6, 7 SOUTHERN RAILROAD

5
7, 8, 9 -- - -
JAMES M. REDMOND, 1R.

6
7, 8, 9 ----
BOBBY G. DAMS AND WIFE LAURA 1 DAMS
7 7 JAMES M REDMOND, JR.
B 8, 9 MRS. H.B. THOMPSON HEIRS
9 9 DENNIS W MCCALL
10 9 HENRY P. STOCKTON 8 WIFE
11 9 KATHLEEN HAYNES PHIFER
11A 9 VICTOR D, BRADLEY 8 WIFE ALBERTA M. BRAWLEY

118
------------ ------------
9
--- -------------------------------------------------------------
HENRY STOCKTON

12
------------ ----------
9
------------ -------------------------------------------------------------------------
CHARLES W. BARBER
---------------------------------

12A
------------
9
------------- ----------------------------------------
AARON CORNELL STOCKTON
---------------------------------------

13
------------
9
------------- ----------------------------------
LAURA B. BARBER
---------------------------

14
9,10
------------- ----------------------------------------------
ROGER PHILLIP SPILLMAN
--------------------------------------

14A
9,10
------------ -----------------------------------
ROGER P. SPILLMAN
--------------------------------------------

15
------------
9,10
------------- -----------------------------
ANDERSON PHIFER HEIRS
----------------------------------------------

ib
10,11
------------- ---------------------------
EARL C. WANZER
--------------------------------------------

17
10 -----------------------------
WILLIE PHIFER AND WIFE FANNIE, PHIFER
-----------------------------------------------------

IS
10 ------
R.4Y F. EBERHART
19 10 SONYA Y. SIMMONS
- -----------------------------------

20
------------
10
------------- ------------------------------------
JEFFERSON DAMS HERRING AND WIFE, ESSIE F. HERRING
-------------------------------------------------------------------

21
------------
10
------------ ------
LINDA K. BARBER
----------------------------------------

22
------------
10, 11
------------- ---------------------------------
ROBERT E. HOGUE
----------------------------------------

23
------------
10,11
------------- ---------------------------------
MARTHA C. COWAN
----------------------------------------

24
----------
10,11
------------ ---------------------------------
LILLIE MAE ROLAND
-------------------------------

25
------------
11
------------- ---------------------------------
LINDA K. BARBER; JOE D HOUPE AND WIFE ANNIE HOUPE
-------------------------------------------------------------------

25A
------------
11
------------- ------
LINDA K BARBER
---------------------------------------

26
------------
11
------------- ----------------------------------
MAMIE MITCHELL COWAN
-------------------

27
----------
11
----------- ------------------------------------------------------
HEIRS TO EULA SMITH
-------------

28
11 --------------------------------------------
OBRA ROZZELL COWAN

29

11 ------------------------------------
------
ANDREW LEE TABOR SR 8 WIFE
I~nkc I I N.. SHEET N.. I PROPERTY OWNER NAME
ill II SHIRLY TABOR
---
SI 11 WILLIAM EDWARD PHIFER ETAL
a2 I1 ROY P. CARR AND WIFE, MARGERET C CARR
--------------------------------------------

33
11, 12,13 -----------------------------
GRAHAM ENTERPRISES
----

33A

it -------------------------------------
--------------------- - ----=-----
VMC INVESTMENT II LIMITED PARTNERSHIP
34 13, 14 BRIAN JAMES MOERMAN
----------------------

35
14 -------------------------------------------------
P. LUTHER BROWN, JR.

36
15 -----------------------------------
CONNOR R. HUTCHIISON JR.
37 15 LAMES W. PHELPS AND WIFE ELIZABETH 5.
37A 15,16 WILLIAM E. RUSSELL
--

38
15,16 ------------------------------------------------------------------
P. ARTHUR BROWN

38A --
16 -------------------------------------------------------------------------
P. ARTHUR BROWN

39
16 ------------------------------------------------------------------------
TERRY COLLINS

40
16,17 ---------------------------------------------------------------------
SOUTHEASTERN CONSORTIUM PROPERTIES CLEVELAND, LLC
-

103Z
4 -------------------------------------------------------------
AMARYLLIS P. FLEMING LIMITED PARTNERSHIP

104Z
4 - ------------------------------------------------------------------
RUTH SOUTHER BOST
lOSZ 4 JERRY D. OGLESBY

106Z ---

4, 5 -------------------------------------
------------------------------------
RICHARD BRADLEY SHAVER

107Z ----

4, 5, 6
------ -----------
--------------------------------------------------------------
AMARYLLIS P. FLEMING LIMITED PARTNERSHIP

108Z

5 -----------
--------------------------------------------------------------
MOLLIE MdAUGHLIN

109Z ---

5
- -----------------------------------------------------
--------------------
MICHAEL PALUMBO 8 WIFE SHAWN PALUMBO
-

110Z
5 -----------------------------------------------------------------------
JAMES F. TAYLOR

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DETAIL 14 DETAIL IS DETAIL 16
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DDE = 117 CY DDE = 1452 CY -L- 127+00 RT TO 176150 R1 DDE 117D CY
DETAIL 19 DETAIL 21
BASE DITCH LATERAL '4' DITCH
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33
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PROJECT REFERENCE NO. SHEET NO.
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ROADWAY DESIGN NYDAAl1lICS
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