20081181 Ver 1_Application_20080801

-A F
V eSTATE OF NORTH CAROLINA

DEPARTVENT OF TfZANSPORTAWN r°~~ ' ` ` Rqq

MC EL F. EAsLEY LYNDO TIPPETT
GOVERNOR SECRETARY
July 17, 2008

U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208 Q
Asheville, NC 28801-5006 081181 ,

ATTENTION: Mr. David Baker
NCDOT Coordinator
SUBJECT: Application for Nationwide Permits 13, 23, 33 and Section 401 Water
Quality Certification for the proposed replacement of Bridge No. 142
over Howard's Creek on SR 1193 in Lincoln County, Division 12, Federal
Aid Project No. BRZ-1193(5), State Project No. 8.2831601, WBS
Element 33524.1.1, TIP No. B-4177. $240 Debit work order 8.2831601

Dear Sir:

Please see the enclosed PCN, Rapanos form, permit drawings and design plans. A Programmatic
Categorical Exclusion was completed for this project in September 2006 and distributed shortly
thereafter. Additional copies are available upon request. NCDOT proposes to replace the existing
81-foot long Bridge No. 142 with a 130-foot long bridge. This project will result in an off-site
detour to minimize environmental impacts. There will be 71 linear feet of permanent stream
impacts and 0.01 acre of temporary stream impacts incurred from the construction of this project.

IMPACTS TO WATERS OF THE UNITED STATES
General Description:
The water resource on project B-4177 includes Howard's Creek. Howard's Creek is located in
the Catawba River Basin (Division of Water Quality (DWQ)) subbasin 03-08-35. The DWQ
Index number for Howard's Creek is 11-129-4 and the Hydrological Cataloguing Unit is
03050102.

The North Carolina Department of Environmental and Natural Resources has designated
Howard's Creek as class "C". There are no High Quality Waters (HQW), Water Supplies (WS-I
or WSII), or Outstanding Resource Waters (ORW) within 1.0 mile of the project study area.
Howard's Creek does not appear on the North Carolina DWQ 303(d) List (updated 2006) and
there are no 303(d) streams within one mile of the project. Lincoln County is not a trout county.
There are no jurisdictional wetlands within the project area.

MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BUILDING,
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD., SUITE 240
1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1548

Permanent Impacts:
There will be 71 linear feet of permanent impacts to Rabbit Creek associated with the installation of
the new bridge bent (32 feet) and rip-rap bank stabilization (39 feet). The following narrative from
the NCDOT hydraulics unit further discusses the structure type:

"Early on during the preliminary design process, several bridge span arrangements were
evaluated from the hydraulics, roadway & structures perspective. The 2-65' Spans (using 45"
pre-stressed concrete girder) arrangement minimized the number of bents within the stream &
banks while avoiding the existing bents. It was the preferred structure type for the existing field
conditions and should provide the best performance of the options evaluated, while still
maintaining the proper roadway grade that was needed to meet the design criteria for this
roadway classification."
Temporary Impacts:
There will be 0.01 acre of temporary impacts associated with the installation of a causeway as
part of the bent installation process.

Utility Impacts:
There will be no jurisdictional impacts associated with relocation of utility lines on the project
site.

Bridge Demolition
Bridge No. 142 is constructed entirely of timber and steel. It should be possible to remove the
existing structure without dropping any debris into Howard's Creek.

PROJECT SCHEDULE

The project schedule calls for a January 20, 2009 let date with a review date of December 2,
2008.

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. As of January 31, 2008, the
United States Fish and Wildlife Service (USFWS) lists two federally protected species for
Lincoln County (Table 1). The biological conclusion for the two listed species is No Effect. A
dwarf-flowered heartleaf survey was conducted in June 2005 and a Michaux's sumac survey was
conducted in June 2008.

Table 1. Federally Protected Species for Lincoln County.

COMMON BIOLOGICAL
SCIENTIFIC NAME STATUS HABITAT
NAME CONCLUSIO N
Bald eagle Haliaeetus leucocephalus Delisted No N/A
Dwarf-flowered Hexastylis naniflora T Yes No Effect
heartleaf
Michaux's sumac Rhus michauxii E Yes No Effect

Nationwide 13, 23, 33 Permit Application 2 B-4177

It should be noted that the Bald Eagle was previously listed as "Threatened", however it was
delisted August 8, 2007. It is still protected under the Bald and Golden Eagle Protection Act.
Suitable habitat for the bald eagle does not exist within the project study area. No large bodies
of water (i.e. lakes or large rivers) occur within 1.0 mile of the project study area.

AVOIDANCE, MINIMIZATION AND MITIGATION

Avoidance and Minimization:
Avoidance examines all appropriate and practicable possibilities of averting impacts to "Waters
of the United States." The NCDOT is committed to incorporating all reasonable and practicable
design features to avoid and minimize jurisdictional stages; minimization measures were
incorporated as part of the project design. The use of best management practices for construction
should reduce impacts to plant communities. The following avoidance and minimization
measures will apply to this project.

• The existing bridge demolition will not result in any fill being dropped into waters of the
United States.
• Traffic will be detoured off-site during construction. This eliminates the need for an on-site
detour.
• Water will not be directly discharged into Howard's Creek via deck drains.

In addition, Best Management Practices will be followed as outlined in "NCDOT's Best
Management Practices for Construction and Maintenance Activities".

Compensatory Mitigation:
The NCDOT proposes no mitigation for the 32 feet of bridge bent installation and 39 feet of
bank stabilization impacts associated with this project.

REGULATORY APPROVALS
Section 404 Permit:
It is anticipated that the bank stabilization and temporary causeway installation will be
authorized under Section 404 Nationwide Permits 13 and 33 (Bank Stabilization and Temporary
Construction Access and Dewatering). We are, therefore, requesting the issuance of Nationwide
Permits 13 and 33. All other aspects of this project are being processed by the Federal Highway
Administration as a "Programmatic Categorical Exclusion". The NCDOT requests that these
activities be authorized by a Nationwide Permit 23.

Section 401 Permit:
We anticipate 401 General Certification numbers 3701, 3688 and 3689 will apply to this project.
We are hereby requesting a water quality certification from DWQ. We are submitting five copies
of this application to the North Carolina Department of Environmental and Natural Resources,
Division of Water Quality, for their review and approval.
This project is not located in a trout county; therefore comments from the North Carolina
Wildlife Resources Commission (NCWRC) will not be required prior to authorization by the
Corps of Engineers.

Nationwide 13, 23, 33 Permit Application 3 B-4177

r c

Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Jeremy T. Leamer at jtleamer(ccWot.state.nc.us or [phone].

Since ly,
S.
Grego J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch

W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC

W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. Mike Holder, P.E., Div. 12 Engineer
Mr. Trish Simon, Div. 12 DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Program.
II'• Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Todd Jones, NCDOT External Audit Branch
Ms. Hank Schwab, PDEA Engineer
I

Nationwide 13, 23, 33 Permit Application 4 B-4177

Office Use Only: Form Version March 05

USACE Action ID No. DWQ No. 2 0 G g 1 8 1
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)

1. Processing

1. Check all of the approval(s) requested for this project:
x Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
x 401 Water Quality Certification ? Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: 13, 23, 33

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?

4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?

II. Applicant Information

1. Owner/Applicant Information
Name: Gregory J. Thorpe, Ph.D., Environmental Management Director
Mailing Address: NC DOT - PDEA
1598 Mail Service Center, Raleigh, NC 27699-1548

Telephone Number: [phone] Fax Number: [phone]
E-mail Address:

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:

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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: N/A

2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4177

3. Property Identification Number (Tax PIN): N/A

4. Location
County: Lincoln Nearest Town: Lincolnton
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
Bridge # 142 On SR 1193 over Howard's Creek.

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
One water body: Garden Creek
Decimal Degrees (6 digits minimum): 353016 ON 0812139 °W

6. Property size (acres): N/A

7. Name of nearest receiving body of water: South Fork Catawba River

8. River Basin: Catawba River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Bridge No. 142 is located on SR 1193 (Wise Road) south or
Reosville and west of Lincolnton. The bridge was constructed in 1956 and is posted to

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restrict weight limits to 7 tons for single vehicles. This prevents Lincoln County school buses
from crossing the structure.

10. Describe the overall project in detail, including the type of equipment to be used:
Bridge removal project involving heavy construction equipment and manual labor to replace
a spanning structure with another spanning structure.

11. Explain the purpose of the proposed work: Public transportation improvement project.

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. No prior permits have been issued/ withdrawn for this project.

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No.

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

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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 71 linear feet of
permanent surface water impacts associated with the bride replacement and bank
stabilization. Temporary impacts for a causeway used for bent removal and installation will
result in 37 linear feet of surface water impacts.

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.
Located within Distance to Area of
Wetland Impact Type of Wetland
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)

Total Wetland Impact (acres)

3. List the total acreage (estimated) of all existing wetlands on the property: 0

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
Designation Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
S Howard's Creek permanent perennial 12' 71 <0.01

TS Howard's Creek temporary perennial 12' 37 0.01

Total Stream Impact (by length and acreage), 108 0.01

Updated 11/1/2005
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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 Name Type of Waterbody Area of
Site Number (if applicable) WateType of Impact (lake, Pand estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)
N/A

Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.01
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) Permanent 0.01
Total Impact to Waters of the U.S. (acres) Temporary 0.01
Total Stream Impact (linear feet) Permanent 71
Total Stream Impact (linear feet) Temporary 37

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes x 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.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
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

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techniques to be followed during construction to reduce impacts. The "do-nothing" alternative
was not considered due to it eliminating the use of SR 1193 and closing the bridge.
Rehabilitation was not considered due to the deck being constructed of wood. Impacts will be
minimized byrrgplacing the existing bridge with another spanning structure and surficial bridge
runoff will not be directed into Howard's Creek via deck drains.

VIII. Mitigation

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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 (see DWQ website for most current
version.).

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.

Updated 11/1/2005
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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
(919) 715-0476 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__://www.nceep.net/pages/inlieureplace.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):
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):

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 x No ?

2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes x - A Programmatic Categorical Exclusion dated September 2006 has been submitted.
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 x 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
(Meuse), 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 x

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e R

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 Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. 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 213.0242 or.0244, or.0260.

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. Impervious acreage is not expected 'to
significantly increase as a result of this bridge replacement project. Deck drains will not be used.

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 x

Is this an after-the-fact permit application? Yes ? No x

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 x

Updated 11 / l /2005
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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:

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).

7.17,08
Applicant/Agen s Sig ture Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers

This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
I
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: B4177 (Replacement of Bridge 142 on SR 1193 over Howard's Creek)
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:NC County/parish/borough: Lincoln City: Lincolnton
Center coordinates of site (lat/long in degree decimal format): Lat. 35'30' 16'° N, Long. 81'21'39'° W.
Universal Transverse Mercator:
Name of nearest waterbody: South Fork Catawba River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: South Fork Catawba R
Name of watershed or Hydrologic Unit Code (HUC): 03050102
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: 6/28/2008
? Field Determination. Date(s):
SECTION 11: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
? Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain: The Linville River is navigable and continuous from the project site to Lake James. There are regular whitewater kayak
trips that run this stretch year-round.
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply):
TNWs, including territorial seas
Wetlands adjacent to TNWs
Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs
Non-RPWs that flow directly or indirectly into TNWs
? Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
? Impoundments of jurisdictional waters
? Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 110 linear feet: 27 width (ft) and/or acres.
Wetlands: acres.
c. Limits (boundaries) of jurisdiction based on: Not Applicable.
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable).
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
Boxes checked below shall be supported by completing the appropriate sections in Section III below.
z For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
' Supporting documentation is presented in Section III. F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs

The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section HIM below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:

2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":

B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are. Pick List river miles from RPW.
Project waters are Pkk List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5:
Tributary stream order, if known:
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the arid
West.
s Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain: N/A.
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick Lint
Estimate average number of flow events in review area/year: Pick List
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ? the presence of litter and debris
? changes in the character of soil ? destruction of terrestrial vegetation
? shelving ? the presence of wrack line
? vegetation matted down, bent, or absent ? sediment sorting
? leaf litter disturbed or washed away ? scour
? sediment deposition ? multiple observed or predicted flow events
? water staining ? abrupt change in plant community
? other (list):
E] Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: ? Mean High Water Mark indicated by:
? oil or scum line along shore objects ? survey to available datum;
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break-
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: Intermittent flow. Explain:
Surface flow is: Discrete and confined
Characteristics:
Subsurface flow: Unknown. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cumulative analysis.

For each wetland, specify the following:

Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)

Summarize overall biological, chemical and physical functions being performed:

C. SIGNIFICANT NEXUS DETERMINATION

A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
TNWs: linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: DWQ rating form will.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g", typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:

Provide estimates for jurisdictional waters in the review area (check all that apply):
0 Tributary waters: 110 linear feet27width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs8 that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.

5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.

6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters .9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
? Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):"
? which are or could be used by interstate or foreign travelers for recreational or other purposes.
? from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
Other factors. Explain:
Identify water body and summarize rationale supporting determination:

'See Footnote # 3.
9 To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.

F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet, width (ft).
Lakes/ponds: acres.
Other non-wetland waters: acres. List type of aquatic resource:
0 Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
? U.S. Geological Survey map(s). Cite scale & quad name:
? USDA Natural Resources Conservation Service Soil Survey. Citation:
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
? FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
? Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
? Previous determination(s). File no. and date of response letter:
? Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:

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Permit Drawing N C D ® T
Sheet 1 of _
DIVISION OF HIGHWAYS
LINCOLN COUNTY
T ®P ® MAP PROJECT: 33524.1.1 (B-4177)
BRIDGE NO.142 OVER
SCALE: 1" : 2000' HOWARDS CREEK ON
SR 1193 (WISE ROAD)

SHEET OF 3 25 % 2008

PROPERTY OWNERS
NAMES AND ADDRESSES

NAMES ADDRESSES

I KENNETH M. McCURRY 735 WISE ROAD
& KA'T'HERINE B. McCURRY LINCOLNTON, NC 28079

2 KENNETH WAYNE HOVIS P.O. BOX
& LINDA WEAVER HOVIS LINCOLNTON, NC 28093

3 JARVIS MARIE JAMES 1002 WISE ROAD
VALE, NC 28108

Permit Drawing
Sheet % _ of ~o

NCDOT
DIVISION OF HIGHWAYS
LINCOLN COUNTY
PROJECT: 33524.1.1 (B-4177)
BRIDGE NO.142 OVER
HOWARDS CREEK ON
SR 1193 (WISE ROAD)

SHEET OF 3/25/2008

WETLAND PERMIT IMPACT SUMMARY
LA I AC URA ER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
ac ft ft
1 -L- 18+85 LT & RT Bent ac ac ac ac (ac) ac ft
1 -L- 18+72 LT Ri Ra <0.01 32
1 -L- 18+81 RT Ri Ra <0.01 8
1 -L- 18+72 to 18+94 Causeway <0.01 13
1 -L- 19+05 LT Ri RipRaRap
1 -L- 19+12 WT <0.01 001 37
9
Ri Ra
<0.01 9

TOTALS:
<0.01 0.01 71 37

Permit Dmwing NC DEPARTMENT OF TRANSPORTATION
Shoot ~ of DIVISION OF HIGHWAYS
LINCOLN COUNTY
WBS - 33524.1.1 (B-4177)
ATN ReNsed 3/31105
SHEET 4 7 2008

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mo Type of liner-- Class 'r Rip-Rpp *1 16 So. Yas. Filter Fabric .1_ Sm.19+50 to Sh. TO+25 LT. CI UIn.O Ft. \
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w Ste. 16+75 to Sro.18+10 LT. Sta. 18+60 to Sta. 18+70 LT. .S - e c S °~C
1- Sto.19+05 to Stu. 19+15 LT. Praposea Dl.cn
~x • S.mtrn sooe U Rrooosea Ditcn s = Ol- slope E Sm.19+75 to 20+25 RT.
Sm. 20+65 to 21+00 LT.
L 5m. 1A+70 to Ste. 18+80 RT.
vrr 1- Sm.19+10 ro Sro.19+20 RT. Sm. 22+00 to 23 +DO LT.

~ _ t I I i
a' PROJECT REFERENCE N0.
. z I - SLEET No.
m_ B_4177 4
~RI SHEET NO.
LINCOLN COUNTY, NC ROADWAY DESIGN HYDRAUUCS
BRIDGE 124 ON SR 1193 ENGINEER ENGINEER
OVER HOWARDS CREEK
d .
1 2
_ /5
S t
3 /
, 0
, 8
ENGLISH
f RTES PRELIMIN RY PLANS
CAUSEWAY OUANT
DO NOT USE F R CONSTRUCTION
rT~I VOLUME OF CLASS ll RIP RAP
„ys I { ~ ~ BELOW ORDINARY HIGH WATER_ 55 YD
NOTE: SEE
SHEET Na. 2-A F
OR BRIDGE SKETCH
X- l I TI SEE SHEET No.5 FOR PROFILES
f
_ m- r Ian
a
v~ `3J K{NNETH Mo,uCCl$1RY I 1 I I ' ® DENOTES TEMPORARY FILL
a COOS IN SURFACE WATERS
& Y.ATHERINE B McCURRY
_ D6'426 I`i 639
& DENOTES Flu
+ s i~ IN SURFACE WATERS
p] '.KENNNETH WAYNE HOVIS
~9 \ T 'd.IND6 WEAVER HOVIS
` ;mss • A~ / / ~z wboas DB 859, PG:714
R
I I
S\ ,
C~4

Se. CAUS pY x.
R~
FALSE SUMI / . ,JA08 MARIE. JAMES
w ro e / DB 682 PL 9B7
POND
SEE DETAI E' •a
2rT_aAS& RIP I~ i•
HAUL ~tOAD 416 5,. R
2GI
SMIDANKMENT
3h: T5+lO~h 1700 IT SPECIAL 3' u7FIGL AT EE DE
- e~
T !P''. x , I . J / '_NARROW
.H V v REPLACE EAST AIP4W i RASE DIT6 SLOT GRATE SPECIAL N`DTTCH ' • 3 _
' )-I- Tone CLASS B'.IBP4IAP'~. 195 Tau 'CIASCT - .Tv 40 Tau CUSS 'B' RIP-RAP
5'. IOP _
JAN a
I
W1105q. Yds. FXerFabrr ri3305q:'Tdi..FRNr fabric I `HLr I r 'W 995q,.Yds:.RlNr Fahnc
OETAh'C'
d<tF ~Gi - ` A DDE .230. Cu Yds; 91 IUP-AM : 'y+ T ! SEE
DETIdk k, , R» PLomj
{
WCar<
w~
~Cv

u1 cur DRCH,
r/ cOD6 SPEC
SEE DETAIL 'F'_.
- tom.,,, _ 11 r„' • ~ xOJDS
cp
ddd
ETAIN
7
'0 \J~~I SSBN %f
RETAflL EAST DITCH ~ 1S• uP a
Sb.16+B0, b 18+00 RTC C. , _ h r .K'V'gYg'/,'2 s•
REPLACE EAA:AIP~WI i iMrnne me7
TIDI DEBBIE M. CASH
. RW~1P~~' 2GI FOCI m A D8
.916 PG 94
J `
16 ` a s Sq. Ydc RRar Fa
"'M; bic N Xf WRUIUIOW FALSESUAV _
q,:. }SL9T MT FV 0
S T GRATE x
b EPOS 8 _ \ G6AIE - -
d ` SEED ALT)'
I PECIAL DITCH WOODS, _ i
S - } \ .
- EE GEAR 'f'
OCFD!; j,
w' u""""° sr
SLOT GRATE I
zsTanM55R'RIPAA' SITE
p c
~ Id Sq.Y~
FALSE SUMP.. '-.F~„
AT EACH ge"IJALN
( t~ - } . 7EE DETAIL E \ Ft..
I Mo-. °w S ,
SEE D~TAMI
L
'.10iMO4E FA511NG _ \`~Cy'P\ \ \
V \
BRIDGE
I
x
v 1
8•
}
,
J
~•x
i
f
` o \
1 ~
0
a KENNETH M. McCURRY
E 8 KATHERINE B. McCQRRY

a DB 426 PG 639.-
JARVIS MARIE .FAME.,
'
r
/ OB
D599 PG 07.3 \
O? p DETAIB L 'AI'TCH DETAIL 'B' DETAIL C'
m ASE
3 LAT. D / RIP-RAP AT EMHANKMFNT -t \ Wono {SC-~
o ~o
, i rvot ,o scale) INot to Scolel N ;PEot V u
n ipt ip Scakl~n
roma D .t r' iFf. siooe aloe or or t ETAIL D " - DEFNI~ E, ' ETAIL'F~-'\ N bes '
1~ E d 2 FT. FALSE 5 FALS UMP ~ ? \ y
otcn D s,;, Sl - EPiCIAL toYUST~DITCH
O 0 Fllier Groae 3: FT , FIIt r Min. 5 Ft. + 1 S'taIFF_ _ _,rva* ip ~,,c1e1Ypf
Fmr'c Mn. D- 65 . Fppnc d Max. .0 Ft.
n
7FT.~ Flier FaOrlc ` Frpffc Flay O.f - i It lo-
is 1 6.0' 10 Y 01 Sbpe
B 3 Ft. 2'-- - _ Natwa. r. ,\o\
Type of line- Class 'B' Rla-Ra \ C I o $ \C
P b- 5 Ft. Type of Llner. EST. 28 Tons Class I RIP -Roo m 0 TYPe of l ner Class 'I Rip-RIP w/ 16 SP. Yds. Filter Fabric y_ Ste. 19+50 to Sb. 20+23 LT. a G. Mln. D Ft
V
w 'A ory-p -l- Sb. I8 +60 to Sk. 18+70 LT.
Y. tlI etc 5 ~ ~
Sta. 16+75 to Sb.18+10 L7. -L- Stu. 19+05 to Sla. 19+15 LT. T
arooosed N+cn /
slo- 5=onrn E arooosea oltcn, .`s . Deco skoe _
1- sb. 18+70 to Sb. 18 +BO IT. Sb. 19 +75 to 25% R.
c¢ - '
\ Sto. 20+65 to 21+00 LT.
' -L- Stu I9+10 to Sta. 19+20 RT. Sb:22+I to 23 +,00 LT:: ' ' 1,`

See Sleet 1-A For Index of Sets STATE OF NORTH CAROLINA
0 ` See Slit 1-8 For CoMentionol Symbols STATE 1 rtan rtn ewrt.~ w~oio ye ~r
m 1113' " ale 1212 G 1777 1
r" at Ua 207 197 DIVISION ©F HIGHWAYS
( n nwnn ~~+rla/www oonmun
1415 33524.1.1 BRZ-1193 5 PE
~ 205 3
119 eP IIe 1113 3 LINCOLN C0VN7T
119 PRO CT
9 CdTION
27 1196 \ 200 185 LOCATION: BRIDGE No. 142 OVER HO WARDS CREEK ON
O 1192 H ' SR 1193
award9 (WISE ROAD), SOUTH OF REEPVILLE
1193 .
,1150 187 11 1202 TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE Nq\
1140 118 _ 3
r,`v 1161
191
162 laoz 190 187
0 8 1179 118 \
Johnstown 1177 \
YICINITY MAP \
Ift BEGIN PRO CT B-4177 r r
OFF-SITE DETOUR ~7M S + . + 00 4
, r END PROJECT B4J77
-L- POC ra.23+3 .00

i

" V

\O

PRI1MIt'€ PLANS
METHOD OF CLEARJIYG III m Nar V= „a CCNSIAecfR,{
c
0
00
n V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In me Offtae cfi HYDRAULICS ENGnVM DIVISIox OF 13TGHWAYS
DIVISION OF HIGHWAYS sr.4zE of xoR2$ CAROCnvA
50 25 0 5o t 0 ADT 2002 = 500 LENGTH OF ROADWAY PROJECT TIP No. B-4177 = 0.126 miles 1669 Birch Ridge Dr., Raleigh NC, 27616 F aea y
ADT 2025 = 800 LENGTH OF STRUCTURE PROJECT TIP No. B-4177 = 0.025 miles WN sr, Md= 672cvmaamr6
PLANS DHV = 10 % TOTAL LENGTH OF PROJECT TIP No. B-4177 = 0.151 miles ra
N Q~
50 25 0 50 120 D = 60 % RIGHT OF WAY DATE. J. S. GOODNIGHT" PE
~
MWJMM
min T = 3 % • JANUARY 9, 2008 Pt° ROADWAY DESIGN
ENGLVUR
ooz PROFILE (HORIZONTAL) Y = 30 MPH Te"
~oN O 10 5 0 10 20 LET77XG DATE. S. D. KENDALL, PE
V " TTST 1 % DUAL 2 % JANUARY. 2009 P1°m" nsv6Y Mr-°mc" ra
19
PROFILE (VERTICAL( y7GNA7LB& 7s SIA73 ZaGM AY MMY EAT,n1Q=

N
N Note: Not t0 Scale ^ 8~,~;;
9 *S U.E. = Suasurface Udhuy Engineering STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS
WATER:

BOUNDARIES AND PROPERTY.• Water Manhole (9
State Line _ RAILROADS.' Water Meter C)
County Line Standard Gauge Water Valve
RR Signal Milepost o EXISTING STRUCTURES: Water Hydrant .0
Township Line MaErwr
~s
City Line Switch D MAJOR: Recorded USG Water Line swflal
RR Abandoned - - Bridge, Tunnel or Box Culvert Cow Deli noted UG Water Line S U.E.'
Reservation Una - - - g
Property Line RR Dismantled - Bridge Wing Wall, Head Wall and End Wall - co-- Above Ground Water Line U6 Nat.
a MINOR:
Existing Iron Pin RIGHT OF WAY.- Head and End Wall TV:
Property Comer Baseline Control Point
Pipe Culvert N Satellite Dish
Property Monument ~ Existing Right of Way Marker Cl
Parcel/Sequence Number ® Existing Right of Way Line - Footbridge N Pedestal
Drainage Box Catch Basin, DI or JB
Footing Fence line -"-x-x- proposed Right of Way Line N Tower
Paved Ditch Gutter UG N Cable Hand Hole
Proposed Woven Wire Fence - e Proposed Right of Way Una with
Proposed Chain Unk Fence Iron Pin and Cap Marker Storm Sewer Manhole Os Recorded U~G N Cable
Proposed Barbed Wire Fence Proposed Right of Way Una with Storm Sewer f Designated WG N Cable (S.U.E.•)
Concrete or Granite Marker Recorded LkG Fiber Optic Cable -r
Existing Wetland Boundary - - -
Existing Control of Access UTIMES• Designated UG Fiber Optic Cable (S.U.E.")- ----~Po---
Proposed Wetland Boundary
Proposed Control of Access -G- POWER:
Existing Endangered Animal Boundary Existing Easement Line --E-- Existing Power Pole
j GAS:
Existing Endangered Plant Boundary
Proposed Temporary Construction Easement- E 0
Proposed Power Pole b Gas Valve
BUILDINGS AND 077IER CULTUREE.' Proposed Temporary Drainage Easement= -ME- Existing Joint Use Pole + Gas Meter 0
Gas Pump Vent or USG Tank Cap o - Proposed Permanent Drainage Easement - -POE- Proposed Joint Use Pole Recorded USG Gas Una
Sign Proposed Permanent Utility Easement -rue- Power Manhole © Designated USG Gas Una (S.U.E.•)
Well N°
Power Una Tower .,G 1N
ROADS AND RELr42ND FEATTIRIsS.- ® Above Ground Gas Una
Small Mine x
Foundation - ~ Existing Edge of Pavement Power Transformer 0
USG Power Cable Hand Hole ® SANITARY SEWER:
0
Area Outline Existing Curb
- _ -C- _ _ - H-Frame Pole e-+ Sanitary Sewer Manhole
Cemetery 0 Proposed Slope Stakes Cut -
a Recorded UG Power Una Sanitary Sewer Cleanout p
Proosed Sloe- Stakes Fill
Building - - - P P
1-1- - Designated USG Power Una (S.U.E.*) - - - - UG Sanitary Sewer Una - -
School Proposed Wheel Chair Ramp © Above Ground Sanitary Sewer 4,
+ c w, nary Seri
Church ~T Curb Cut for Future Wheel Chair Ramp - ~R
TELEPHONE: Recorded SS Forced Main Una
Dam Existing Metal Guardrail Kf
Guardrail r r Existing Telephone Pale + Designated SS Forced Main Una (S.U.E.*) -
Proposed Guar ----ss--_
HYDROLOGY.' Existing Cable Guiderail Proposed Telephone Pale ~
Stream or Body of Water Proposed Cable Guiderail n Telephone Manhole 6 MISCELLANEOUS:
Hydro, Pool or Reservoir r Telephone Booth p Utility Pole
Equality Symbol
Jurisdictional Stream Telephone Pedestal p Utility Pole with Base
Pavement Removal
Buffer Zone 1 Telephone Coll Tower i Utility Located Object p
Buffer Zone 2 PEGETA270N.' LkG Telephone Cable Hand Hole ® Utility Traffic Signal Box
Flaw Arrow E Single Tree Recorded USG Telephone Cable Utility Unknown USG Una -
Disappearing Stream Single Shrub © Designated LPG Telephone Cable (S.U.E.•)- ----T---- UG Tank; Water, Gas, Oil
Spring Hedge Recorded USG Telephone Conduit R AEG Tank; Water, Gas, Oil
Swamp Marsh
Woods Lino Designated USG Telephone Conduit (S.U.E.')- ----R---- WG Test Hole (S.U.E.*)
~
Proposed Lateral, Tail, Head Ditch Orchard 4 Q o d Recorded WG Fiber Optics Cable Abandoned According to Utility Records - AATUR
r w
False Sump m Vineyard ~^^raa Designated UIG Fiber Optics Cable (S.U.E.")- ----Tro-- End of Information E.O.I.

P
N
? co PROJECT REFEE?ICE N0. $Herr No.
8-4177 2
ROADWAY DESIGN ?AVEAONT D81GN
P A V E M E N T S C H E D U L E NOTE. 02.1.105t 840JNEEK P. VAR.
DEPTH PROP. APPROX. 11rj" ASPHALT CONCRETE SURFACE COURSE, TYPE BFB.bA, ATOAN AVERAGE RATE ASPHALT CONCRETERe of COURSE, TYPDEPTH.OTO RESURFACE EXISTING PAVEMENT OF 1
14 AT AN AVERAGE RATE OF 18b LOS. PER 80. YD. E2 BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER FROM -L- Sta,15+40 TO 15+90 PRELIMINARY PLANS.
PROP, APPROX. THAN 04" IN DEPTH. GRADE e` -:W wr ¢s¢xaco~srzacrmR
CZ AT AN AVERAGE RATE ASOF 137. LOB. . YD. IN EACH P ALT8CONCRETEASURFACE CURSE, TYPE LAYERS. GRADE EXISTING GRAVEL ROAD FROM
T EARTH MATERIAL. TYPICAL SECTION No. 2 TO EXISTING
PROP. VAR, DEPTH ASPHALT CONCRETE SURFACE COUpBE TYPE BFS bA, -L- Sta. 22+75 TO -L- Sta. 23+35
C3 AT AN AVERAGE RATE OF 110 LBB. PER 80. Y0. PER I" DEPTH. TO U EXISTING PAVEMENT.
BE PLACED IN LAYERS NOT TO EXCEED Z" IN DEPTH. P. APPROX. Et ATOAN AVERAGE RATE OFP513TLBB. PERE80. YD000R8E, TYPE 025.011, W VARIABLE DEPTH ASPHALT PAVEMENT (BEE STANDARD WEDGING DETAIL).
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. L
Et E4 C3 E4 C El

VAR 9'-0" to 11'-0' VAR. 9-0' to 11'-0' _ - - - - - -
e 3'-0',- O" NI. ~I
GRADE 3'-0' 41-0` ~ s' I u
POINT
VAR 0'-0` R ,
to 614.
to 6'-0' Detail Showing Method of Wedging
s ct ct
.02
4:l Z1
° USE TYPICAL SECTION NO. 1
6,.
EXISTING PAVEMENT 18'-0' -L- Sta. 15+90.00 TO Sta. 17+01.55
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 1 ~_-DWI-
VAR 14`-0' to 15'-0'
3'-0` -0' VAR 61-0' VAR 6'-0" 2'-0'
fG 5'-0 to
GRADE
POINT
- - - - - - - - - - - - - - - _ - - - - _ Cl
l., 0 08 `0.02 0.021 0.08
•6'-0' W/GUARDRAIL T 6• T
Et El
4'4" '3'-0' 111-0' '3'4' 4'-0' GRADE TO THIS LINE
- GRADE
POINT TYPICAL SECTION NO. 3
Et E1 -DW1- Sta. 10+25.00 TO Sta. 11+66.93
?,q o T - 0.02
11
c A:1 411
n
T 7 T ~qR ,
GRADE TO THIS LINE ~~r0 a., USE TYPICAL SECTION NO. 2
a
a
-l- Sta. 17+00.00 T0- Sta. 18+20.00 (BRIDGE)
-L- Sta. 19+50.00+/- (BRIDGE) TO Sta. 22+75.00
o;
TYPICAL SECTION NO. 2
ar

c
c
m PROJECT RERR94CE NO. SNlET NO.
/ N
8-407 2-A
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS DESIGiV DATA
ADT 1002 = 500
ADT 2025 = 800
STRUCTURE TYPICAL SECTIONS °D=I°%
D= 60%
T = 3
V = 30 MPH
TTST 1 % DUAL 2%
FUNCTIONAL LOCAL
- CLASSIFICATION
31'-0"
*BRIDGE RAIL TO BE DETERMINED
3'-0" 111-0" LJ-0n BY STRUCTURE DESIGN UNIT
GRADE
POINT
0.02
0.01,
i

TYPICAL SECTION NO. A

SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP

BEGIN BRIDGE I !
i END BRIDGE
-L- Sta. 18+20 -L- Sta. 19+50

TYPE III l Q ! TYPE III

e e
SR 1193 WISE ROAD N N BRIDE N
_ N -
N
TYPE III 4

us
v I ~ I
a
- I Q I
P
N
S
mai
o
oa O
s T
as
aQ
ar

m -DWI - - HlO9ECf REtEREQVCE No. MEET N0.
POTSto. k)+OOCO 8-4177 4
1? PI Sto 10+39.77 Pr Sla Y+37.59 Kw SMIET NO.
= 6r08' 290 (LT) & = 85 4q 05D-(RT) P! Ste 15+3581 PI Sto 22+6152 ROADWAY DESIGN m0ammm
f D = 229/0'592' D = 286'28'44.9 ` & - 49'27'17Z(4T) 6 • 3615'59D'(RT) ENGINEER ENGINEER
L= 2668' L= 29515' D a 18'Ir 20g D a 1419'262
T = 14.77' T a 1869' L - 27189' L a 267!5'
R 251X1' R = 2000' R - 3 15.00, R - 400.
\ 4 : e4fax = D8 Wax~O7 PRELIMINARY PLANS]
\ d co Nor uE FCA CONXTauCT100
NOTE: SEE SHEET No. 1-A FOR BRIDGE SKETCH
\ \ / SEE SHEET No. 5 FOR PROFILES
\ \ Q -
O Nor 11
I
\ KENNETH Rt McCUHRY r
0.9/ S D8NEPJ426 N P&G 63MC9CURRY APPROACH WOODS i I O y 4 ROACH W SW E TO KBE
49
8N• 2 REMOVED
S2, \ \ + J I I T S LIOa WEAVER HOVE; :off F7
\,y \ \ "CODS . I 1 9 DB BS9 PG 7H -BL- STQ 21+27.68
\ \ + BEGIN PROJECT I I EL57. EV=831.74'
-L- POC a 1 + b (I~ . POT SIaro+OpOp
\ ` ~k \ \ \ II BEGIN COMST.
s + b I i 1 -DWI- ~
+ \ \ rr1 PC SIC 00+25,00 WOODS
83
+ \ \ + -L- PT Sta. 16+6263 -DWI-
PT Sta 10+5168
\ • + \ +se+ . +DF. , W o I PC Staff+l9m E~
W
lV6 MARC JAWS
MIND , \ \ \ +N.M i I J FALSE SDAV -DN11 06 687 PG 487
\ o+ \ ` + 21 Telr CLASS 1Y Rr-w I J SEE DETAIL 'r PT SID. 11+4895
\ *416 U Y& FINee Form
RETAIN EXIST. DITCH /
AT EACH NdNUfKhV:NT I RAT 5GI ® el. BL-4
\ \ + Wo.15+40 to 17+00 LT. SPECIAL V LATERAL SEE DETAIL 'IV X -B -P NC Sta. 23+49,94 =
-L- PC Sta. 13+90.74 ` + \ \ REPLACE SM. Rr-RAP EASE DITCH - R ~ µ7E SPECIAL N' DITCH S,
s wu Tar CLAPS 'W RIP-,W 158 Tam CusR 'r WLLMr I : 111 40 rel. CLASS 'W RI6GP LLPOC Sta 21+9982 / /
j pM( \ T/H0 54 YdL H tr Fart w'2574YY.Errrr1c X 11L ` 1W99 Sa YdA RRa krk 15.62'RT. / .5
+7 \ DDe r 22S C.YdA CIIASS'r M4AP S@ DlTAR. K:' •p\+~.• F \ \ ` TS plop. SM DETAIL 'A' ISee SbLvm Plaly rS!~ 1~? I = / / / ~°`D
7! \ 1~ + `v' 11 6 + v WOODS
/ F BM• I +sA FEORgom Vm
-BL- STA 15+19.46 C
4.46 BIGHT
ELEV_860.91' / p v SEE NOTE i \ END PROJECT
MOODS SPECIAL CUT D / /
?',M~• \ M Wee DrrAD'r \~s"+ -C- PQC Sts 23+35 ` / . / /
MOODS
ff6l1 Q / /
"Eke
f , -81.2- PINC Sta. 16+3959 \lETAIN .JF ~ 1 ° Tn9W
L to + i,~11\> a1 x II 9. °
47.94'LT. 1;1 RETAIN MW. DITCH 5
3°o
r 1 / ` 1 I St. 16+00 %11+00 U. + C
REPLACE EDIT. Rr-w n iw1
r 1 1 / 1 / W60 Tar CLASS Tr RIP-RAP n ©2p AS ~p U) a / .Y. DO 906 M. CASH
fI40 S4 Y6s HNet Fable x' VYNARROW MIS! SLLNF SLOT FLAT C F l1B 9K PC 091
+rd S 1 1 .
C
atol C \ slob OWE x . GRATE C SEE MTAIL'D SPECIAL
W SEE NCH MOODS WOODS
'Is 1 / i 2
WIMARRO
. / < 28 Tar QAG T' Rr-w y SLOT ORATE
- -
- - W1d Sq. Yd&FMw Fabric
AT LAW BASAMIDAENT
-51DETASUMP
IC'C-.- - ate.- _ -L- POT Sto.24+3750
- -
SM DETAIL'S'
0 CZ)
/ IW10VE E16fi0IG any BM• 3
BRIDGE \RO s -BL- STa 26+85.43
K 4
'k I 33.96 LEFT
LEY=847.63'
SL-3
/ I - PIPE 20+83.84 = -L- PC Sta. 21+2274 \ \
+ x -L- POT Sta.19+36.68 , \ \
9.20' LT. \ \ \
M( C4;, 1.p -L- POT Sta. 20+50.00 = \ \ \ \ \
- -DWI- POT Ste. N+66.93 \ \
m \ \
KENETNO Y E13) MOODS \k \ \
b KA7MEt fW S.MCGTRLRT
08 426 PC 639 O BL-5 x + \ \
PING 26+28.03 \
m JARVI$ MARW JAWS
DO 999 PPG 073 -L- PT Sta. 23+8989 + \ \ \ \
TAI 'A' DETAIL
v 3'LAT. BASE DITCH RW-RAP AT B DETAIL 'C
EMBANKMENT \
' - Maops \ \ .
I rot to Soaa !rot to Social Sodel SPECIAL 'V' DITCH
Not to Scale, 11
FIR
Slop. ploW r t• ~
+ 4 SjSF \c9 \
a
Na Drool,
t Mr~O: L5 Fr. I( t
~ `11, i FT.
.O C fOerb Min. o• 1.5 Ft. FT Orb IlTer F MOs. d: I.0 Ft. ~Q .f \ \ \
a Mo ac 4= LS Ff. yam.
o •R.en B Is <6.0' B- 3 Ft. 1 Type of LIw- Clan 13'R10•RW
• v
oa 0. 5 Ft. Type of Lher• Ear. ie Tans Close TRIP-Rap
N~ Type of Llewt pass 'r RID-ROD r/ 5 $a, Yds. Filter Fabric 4- St. 19+60 to Sim 20+25 LT.
r e° a,- St. 15+60 to Slo. 18+70 LT. \
Q o. SSa 16+75 b st. 11+10 LT. a.. St. 19+05 r SAti 19+13 LT.
rt .
1 Sr. 1670 t Ae. 18 +10 IT.
o¢ J_ tin 19+ +1. ti SM. 19+20 IT.

i
0
P i i ' ~ ~ ~ i ~ ! " ( ~ ~ 'L~. r IROJKT ItlRA@K! N0. F1!!T N0.
~1 t :i ~Il illxL u
II
L SPIKE IN BASE OF
t SM 1 R 3M 2: 1 IL SPIKE IN BASE OF 10' 8-4177 5
WOOD FENCE COINER I I l; I OAK THE ROADWAY % DEMN MrotAUtr1
~L Sta.11+27.68 (57,03' LT. eaWNeet eHw+e~ BL- Stq, Y N 645984E 1129 4386' RT.j j I l l l 1 N:
I _ 831,7'
ELEV , 646552 E 12 7347 $
+H+ H4
PRBLIM NARY PLANS
:PO YVf U9~ NR ttVa4.HOCAOIX
P1= 18f(?7(b
ITT I BEGIM:!GRADE EL = 825.49
SIa.15496D0 VC 4,34
ELEi - 845.45' K = 42
870
11 IT, I,
_ 860
:END: PAI[£di<ENT SIo22~78DU::
BEGIN GRADING TO EXISTIA6
850
4 4-
END:GRADiNG:TO:: i
s
#ttit
ExiST11~::SIa;23t35:
840 840
830
IT 1
AESURF830

r +4Dm
810 810
41 vm. aeuW+ncc
Fat ME-1RAE a• END tft.
BRIDGE WDRAUUC DATA ta+ cos sTtT7
810 DESIGN DISCHARGE P-700 CFS 810
DESIGN FREOUENCY - 25 YRS.
DESIGN MW ELEVATION 8157 FT,
I IT.
800 BASE DISCHARGE = 4" CFS
BASE FREOU£NLY = 100 YRS. 800
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DATE OF SURVEY - MAY 0.2006 7 a65 ~5. PAE5TAE5SEU:
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-

CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
TIP Project No. B-4177
State Project No. 8.2831601
W.B.S. No. 33524.1.1
Federal Project No. BRZ-1193(5)

A. Project Description:

The purpose of this project is to replace Lincoln County Bridge No. 142 on
SR 1193 (Wise Road) over Howard's Creek. Bridge No. 142 is 81 feet long. The
replacement structure will be a bridge approximately 110 feet long providing a
minimum 28 feet clear deck width. The bridge will include two 11 foot lanes and
3 foot offsets. The roadway grade of the new structure will be approximately
three feet higher than the existing structure.
The approach roadway improvements will extend approximately 290 feet from
the south end of the new bridge and 390 feet from the north end of the new
bridge. The approaches will be widened to include a 22-foot pavement width
providing two 11 foot lanes. Three foot grass shoulders will be provided on each
side (6 foot shoulders where guardrail is included). The roadway will be designed
as a Rural Local Route using 3R guidelines with a 30 mile per hour design speed.
Traffic will be detoured off-site during construction (see Figure 1).

B. Purpose and Need:

NCDOT Bridge Maintenance Unit records indicate Bridge No. 142 has a
sufficiency rating of 35.5 out of a possible 100 for a new structure. The bridge is
considered functionally obsolete due to a structural appraisal of 2 out of a possible
9 and a deck geometry appraisal of 3 out of a possible 9. Therefore, based on
Federal Highway Administration (FHWA) standards, bridge No. 142 is eligible
for FHWA's Bridge Replacement Program.

Bridge No. 142 has a fifty year old timber substructure with a typical life
expectancy between 40 to 50 years due to the natural deterioration rate of wood.
Rehabilitation of a timber structure is generally practical only when a few
members are damaged or prematurely deteriorated. However, past a certain
degree of deterioration, timber structures become impractical to maintain and
upon eligibility are programmed for replacement.

The posted weight limit on the bridge is 7 tons for single vehicles and 7 tons for = -
truck-tractor semi-trailers. Due to this posted weight limit, Lincoln County
School busses are unable to cross this structure. The bridge is approaching the
end of its useful life. Replacement of the bridge will result in safer traffic
operations.

1

.

C. Proposed Improvements:

Circle one or more of the following Type 11 improvements which apply to the
project:

1. Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Slide Stabilization
j. Structural BMP's for water quality improvement
2. Highway safety or traffic operations improvement projects including the.
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
O Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.

2

5. Construction of new truck weigh stations or rest areas.

6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.

8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anticipated bus and support
vehicle traffic.
9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substantial increase in the number of users.

10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.
11. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise impact on the surrounding community.
12. Acquisition of land for hardship or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a limited
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of alternatives,
including shifts in alignment for planned construction projects, which may
be required in the NEPA process. No project development on such land
may proceed until the NEPA process has been completed.
13. Acquisition and construction of wetland, stream and endangered species
mitigation sites.

14. Remedial activities involving the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.

3

D. Special Project Information:

The estimated costs, based on 2005 prices, are as follows:

Structure $ 275,000

Roadway Approaches $ 375,000
Detour Structure and Approaches - 0 -
Structure Removal $ 20,000
Misc. & Mob. $ 47,500
En . & Contingencies $ 107,500
Total Construction Cost $ 825,000
Ri ht-of-wa Costs $ 52,000
Total Project Cost $ 877,000

Estimated Traffic:

Current - 550 vpd
Year 2025 - 800 vpd
TTST - 1%
Dual - 2%
Accidents: Traffic Engineering has evaluated a recent three year period and
found no accidents occurring in the vicinity of the project.
Design Exceptions: There are no design exceptions anticipated.

Bridge Demolition: Best Management Practices for Bridge Demolition &
Removal will be implemented. Although the timber columns for the interior
bents are encased in concrete, temporary fill is not anticipated with respect to
bridge demolition. All other components will be removed without dropping
components into Waters of the United States during construction.
Alternatives Discussion:

No Build - The no build alternative would result in eventually closing the
road which is unacceptable.

Rehabilitation - The bridge was constructed in 1956 and the timber
materials within the bridge are reaching the end of their useful life.
Rehabilitation would require replacing the timber components which
would constitute effectively replacing the bridge.
Offsite Detour - Bridge No. 142 will be replaced on the existing =
alignment. Traffic will be detoured offsite (see Figure 1) during the
construction period. NCDOT Guidelines for Evaluation of Offsite Detours
for Bridge Replacement Projects considers multiple project variables
beginning with the additional time traveled by the average road user
resulting from the offsite detour. The offsite detour for this project would

4

include NC 27, SR 1194, and SR 1113. The majority of traffic on the road
is local traffic. The detour for the average road user would result in 4
minutes additional travel time (2 miles additional travel). Up to a seven
month duration of construction is expected on this project.

Based on the Guidelines, the criteria above indicate that on the basis of
delay alone the detour is acceptable. Lincoln County Emergency Services
have indicated that the detour is acceptable. NCDOT Division 12 has
indicated the condition of all roads, bridges and intersections on the offsite
detour are acceptable without improvement and concurs with the use of
the detour. Presently Lincoln County Schools do not use the bridge due to
weight restrictions.

Onsite Detour - An onsite detour was not evaluated due to the presence
of an acceptable offsite detour.

Staged Construction - Staged construction was not considered because
of the availability of an acceptable offsite detour.

New Alignment - Given that the alignment for SR 1193 is acceptable, a
new alignment was not considered as an alternative.

Other Agency Comments:

The N.C. Wildlife Resource Commission and U.S. Fish & Wildlife Service in
standardized letters provided a request that they prefer any replacement structure
to be a spanning structure.

Response: Proposed replacement structure is a spanning structure.

Public Involvement:

A letter was sent by the Location & Surveys Unit to all property owners affected
directly by this project. Property owners were invited to comment. No comments
have been received to date.

A newsletter was sent to local residents notifying them of the intended project and
the preferred alternate. No comments have been received to date.

5

E. Threshold Criteria

The following evaluation of threshold criteria must be completed for Type II
actions
ECOLOGICAL YES NO

(1) Will the project have a substantial impact on any ?
unique or important natural resource? X

(2) Does the project involve habitat where federally ?
listed endangered or threatened species may occur? X

(3) Will the project affect anadromous fish? ?
X
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable measures ?
to avoid and minimize wetland takings been evaluated? X

(5) Will the project require the use of U. S. Forest Service lands?
X
(6) Will the quality of adjacent water resources be adversely ?
impacted by proposed construction activities? X

(7) Does the project involve waters classified as Outstanding Water ?
Resources (OWR) and/or High Quality Waters (HQW)? X

(8) Will the project require fill in waters of the United States ?
in any of the designated mountain trout counties? X

(9) Does the project involve any known underground storage ?
tanks (UST's) or hazardous materials sites? X

PERMITS AND COORDINATION YES NO

(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)? X

(11) Does the project involve Coastal Barrier Resources Act
resources? X
(12) Will a U. S. Coast Guard permit be required?

X

6

(13) Will the project result in the modification of any existing ?
regulatory floodway? X
(14) Will the project require any stream relocations or channel ?
changes? X

SOCIAL, ECONOMIC, AND CULTURAL RESOURCES YES NO

(15) Will the project induce substantial impacts to planned ?
growth or land use for the area? X

(16) Will the project require the relocation of any family or ?
business? X
(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or ?
low-income population? X

(18) If the project involves the acquisition of right of way, is the ?
amount of right of way acquisition considered minor? X

(19) Will the project involve any changes in access control? ?
X
(20) Will the project substantially alter the usefulness
and/or land use of adjacent property? ? X

(21) Will the project have an adverse effect on permanent ?
local traffic patterns or community cohesiveness? X

(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)? X
(23) Is the project anticipated to cause an increase in traffic ?
volumes? X

(24) Will traffic be maintained during construction using existing ?
roads, staged construction, or on-site detours? X

(25) If the project is a bridge replacement project, will the bridge
be replaced at its existing location (along the existing facility)
and will all construction proposed in association with the ?
bridge replacement project be contained on the existing facility? X
(26) Is there substantial controversy on social, economic, or
environmental grounds concerning the project? ? X

(27) Is the project consistent with all Federal, State, and local laws

7

relating to the environmental aspects of the project? X
(28) Will the project have an "effect" on structures/properties
eligible for or listed on the National Register of Historic Places? ? X

(29) Will the project affect any archaeological remains which are
important to history or pre-history? ? X

(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4(f) ?
of the U. S. Department of Transportation Act of 1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined
by Section 6(f) of the Land and Water Conservation Act ?
of 1965, as amended? X

(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for ?
inclusion in the National System of Wild and Scenic Rivers? X

F. Additional Documentation Required for Unfavorable Responses in Part E

Response to Question 2: Habitat for Michaux's sumac and Dwarf-flowered heartleaf
exists within the project area. The project area was surveyed
on June 29, 2005 and no examples of either species were
found. Therefore, the biological conclusion is "No effect" for
both species.

8

G. CE Approval

TIP Project No. B-4177
State Project No. 8.2831601
W.B.S. No. 33524.1.1
Federal Project No. BRZ-1193(5)

A. Project Description:

The purpose of this project is to replace Lincoln County Bridge No. 142 on
SR 1193 (Wise Road) over Howard's Creek. Bridge No. 142 is 81 feet long. The
replacement structure will be a bridge approximately 110 feet long providing a
minimum 28 feet clear deck width. The bridge will include two 11 foot lanes and
3 foot offsets. The roadway grade of the new structure will be approximately
three feet higher than the existing structure.
The approach roadway improvements will extend approximately 290 feet from
the south end of the new bridge and 390 feet from the north end of the new
bridge. The approaches will be widened to include a 22-foot pavement width
providing two 11 foot lanes. Three foot grass shoulders will be provided on each
side (6 foot shoulders where guardrail is included). The roadway will be designed
as a Rural Local Route using 3R guidelines with a 30 mile per hour design speed.
Traffic will be detoured off-site during construction (see Figure 1).

Categorical Exclusion Action Classification:

TYPE II(A)
X TYPE H(B) .

Approved:

Al~
a Bridge Pr" ojec Development U Head
Project Development & Enviro ental Analysis Branch

Da Project D velopment Group Leader
Project Develo ment E ironmental Analysis Branch

9 0
Date oject velopment Engineer
Project evelopment & Environmental Analysis Branch

For Type H(B) projects only:

Date John F. Sullivan, III, PE, Division Administrator
Federal Highway Administration

9

PROJECT COMMITMENTS:

Lincoln County
Bridge No. 142 on SR 1193
Over Howard's Creek
Federal Aid Project No. BRZ-1193(5)
State Project No. 8.831601
W.B.S. No. 33524.1.1
T.I.P. No. B-4177

Division Construction, Resident Engineer's Office - Offsite Detour

Lincoln County Emergency Services shall be notified a minimum of 30 days prior to
closing the road for construction.

Natural Environment Unit - Bridge Demolition

The entire bridge is constructed of timber and steel. Therefore, it is unlikely that there
will be any temporary fill resulting from bridge demolition.

Roadway Design / Division 12 Traffic Engineering

The existing roadway in this area is not designed for a 55-mph statutory speed limit. A
30-mph design speed was used to make the roadway safer for the traveling public.
Division 12 will post the speed limit at 25 mph in the area of the bridge.

Programmatic Categorical Exclusion Page 1 of 1
Green Sheet
August 2006

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LINCOLN CouNTY
REPLACE BRIDGE No. 142 oN SR 1193
OVER HOWARD'S CREEK
B-4177
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North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor Division of Historical Resources
Lisbeth C. Evans, Secretary David J. Olson, Director
Jeffrey J. Crow, Deputy Secretary
Office of Archives and History
April 10, 2002 C E i V 6
MEMORANDUM
TO: William D. Gilmore, Manager 4PP
Project Development and Environmental Analysis Branch G~c
Division of Highways HISwA S
T ~v
HW'A1'S ~ P
Department of Transportation VELO
FROM: David Brook 4' 15 A N A
SUBJECT: . Replace Bridge No. 142 on SR 1193 over Howards Creek, B-4177, Lincoln County, 02-8586

Thank you for your memorandum of September 25, 2001, concerning the above project.

We have conducted a review of the proposed undertaking and are aware of no historic resources which
would be affected by the project. Therefore, we have no comment on the undertaking as proposed.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above referenced tracking number.
DB:kgc

Location Mailing Address Telephone/Fax
Administration 507 N. Blount St, Raleigh, NC 4617 Mail Service Center, Raleigh 2769911617 [phone] •733-8653
Restoration 515 N. Blount St, Raleigh, NC 4613 Mail Service Center, Raleigh 27699-4613 [phone] •715-4801
Survey & Planning 515 N. Blount St, Raleigh, NC 4618 Mail Service Center, Raleigh 27699-4618 [phone] •71511801