20080009 Ver 1_Application_20080102

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STATE OF NORTH CAROLINA ~,~er~
DEPARTIV~NT OF 7~ANSPORTATION ti
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MIC~IAEL F. EASI.EY
GOVERNOR
December 17, 2007
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. David Baker
NCDOT Coordinator
LYNDO TIPPETT
SEQtETARY
080009
SUBJECT: Nationwide Permit 13 and 33 Application for the replacement of Bridge
No. 130 over the Broad River on NC 9 in Buncombe County. Division 13,
Federal Aid Project No. BRSTP-0009(1), State Project No. 8.1845601, WBS
Element 33399.1.1, TIP No. B-4032.
Dear Sir:
Please see the enclosed Pre-Construction Notification (PCN), permit drawings and design plans for
the above referenced project. A Categorical Exclusion was completed for this project in Apri12006
and distributed shortly thereafter. The North Carolina Department of Transportation (NCDOT)
proposes to replace the 33.5-foot, one-span Bridge No. 130 with a new single-span 95-foot bridge
over the Broad River. The current bridge will be replaced at the existing location and a temporary
bridge used as the detour will be constructed 54 feet downstream. Traffic will be maintained on a
temporary structure during construction. There will be 91 linear feet of permanent stream impacts
from the use of riprap for bank stabilization and there will be temporary stream impacts to the
Broad River due to girder assembly of the proposed bridge totaling < 0.01 acre. There are no
jurisdictional wetlands located within the project area.
IMPACTS TO WATERS OF THE UNITED STATES
General Description:
The single water resource impacted for project B-4032 is the Broad River. The Broad River is
located in the Broad River Basin (Division of Water Quality (DWQ) subbasin 03-08-01) and is
approximately 20 feet wide and 2 feet deep within the project area. The DWQ Index number for
this section of the Broad River is 9-(1) and the Hydrological Cataloguing Unit is 03050105. The
DWQ classifies the Broad River as "C Tr". Within the project area, the Broad River is not listed as
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] PARKER LINCOLN BUILDING,
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2725 CAPITAL BLVD.
1598 MAIL SERVICE CENTER WEBSITE: WWW,NCDOT.ORG RALEIGH NC 27604
RALEIGH NC 27699-1548

a 303(d) water and there are no 303(d) waters within a mile downstream. No High Quality Waters
(HQW), Water Supplies (WS-I or WSII), or Outstanding Resource Waters (ORW) occur within the
project study area. The Broad River is not designated as a North Carolina Natural and Scenic River
or a National Wild and Scenic River.
Permanent Impacts:
There will be 91 linear feet of permanent stream impacts to the Broad River resulting from bank
stabilization with riprap. Affected areas include the outlet end of a new ditch and where a portion
of wing wall will be removed to allow for drainage via a special cut ditch.
Temporary Impacts:
There will be temporary stream impacts to the Broad River due to girder assembly of the proposed
bridge totaling < 0.01 acre.
Utility Impacts:
There will be no jurisdictional impacts due to water or sewer or with the relocation of the power
line.
Schedule:
The project schedule calls for a June 17, 2008 LET date and a review date of Apri129, 2008. The
date of availability for construction is on June 29, 2008.
Bridge Demolition
The existing bridge's superstructure consists of reinforced concrete girders with asphalt wearing
surface and reinforced concrete railing. The substructure consists of reinforced concrete abutments.
It should be possible for the superstructure and substructure elements to be removed without any
resulting fill into the Broad River during demolition and removal. If fill reaches the water the
maximum resulting temporary fill associated with the removal of the bridge is approximately 51.7
cubic yards. All guidelines for bridge demolition and removal will be followed in addition to Best
Management Practices (BMPs) for the Protection of Surface Waters and BMPs for Bridge
Demolition and Removal.
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 November O5, 2007, the
United States Fish and Wildlife Service (USFWS) lists thirteen federally protected species for
Buncombe County (Table 1). The biological conclusion for all thirteen listed species is "No Effect"
due to lack of habitat. Therefore, it can be determined that this project will have no effect on any
threatened or endangered species.
2

Table 1. Federally Protected Species for Buncombe County

Common Name
Scientifc Name
Status Habitat
yes/No Biological
Conclusion'
Appalachian elktoe Alasmidonta raveneliana E No No Effect
Bo turtle Clemm s muhlenber ii T(S/A) No N/A
Bunched arrowhead Sa ittaria asciculata E No No Effect
Carolina northern flying
s uirrel Glaucomys sabrinus
coloratus E No No Effect
Eastern cou ar Puma concolor cou uar E No No Effect
Gray bat Myotis grisescens E No No Effect
Mountain sweet pitcher
lant Sarracenia rubra ssp.
'onesii E No No Effect
Oster mussel E ioblasma ca sae ormis E No No Effect
Rock ome lichen Gymnoderma lineare E No No Effect
S otfin chub Erimonax monachus T No No Effect
S reading avens Geum radiatum E No No Effect
Tan riffleshell Epioblasma florentina
walkeri E No No Effect
Vir 'nia s iraea S iraea vir iniana T No No Effect
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.
• Traffic will be maintained on a temporary detour downstream during construction allowing for
replacement of the bridge at the existing location.
• Opening floodplain therefore allowing better hydrologic connectivity due to new bridge that is
95 ft. long.
• Moratorium: there will be an in-stream and 25-foot buffer work moratorium from January 1 to
April 15 to protect Rainbow trout.
In addition, Best Management Practices will be followed as outlined in "NCDOT's Best
Management Practices for Construction and Maintenance Activities".
Miti ag tion:
NCDOT proposes no mitigation for the 91 linear feet of permanent impacts to the Broad River.
These impacts are from bank stabilization, which will not have an adverse effect or result in loss of
waters of the United States. There are no High Qulaity Waters or Outstanding Resources Waters on
the project site.

REGULATORY APPROVALS
Section 404 Permit:
It is anticipated that the temporary impacts to the Broad River will be authorized under Section 404
Nationwide Permit 33 (Temporary Construction Access and Dewatering). We are, therefore,
requesting the issuance of a Nationwide Permit 33. NCDOT will make use of a Nationwide Permit
13 for 91 feet of impacts relating to bank stabilization.
Section 401 Permit:
We anticipate 401 General Certification numbers 3689 and 3688 will apply to this project. All
General Conditions of the General Certification will be adhered to, therefore we are not requesting
concurrence from the DWQ. We are submitting 2 copies of this permit application for your
records.
This project is located in a trout county, therefore comments from the North Carolina Wildlife
Resources Commission (NCWRC) will be required prior to authorization by the Corps of
Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC review.
NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT
within 30 calendar days of receipt of this application.
Thank you for your assistance with this project. If you have any questions or need additional
information, please contact Jennifer Harrod at jwharrod(a~dot.state.nc.us or [phone].
Sincer ,
regory J. orpe, Ph.D., Manager
Project Development and Environmental Anal sis Branch
Y
W/attachment
Mr. Brian Wrenn, NCDWQ (2 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
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. J.J. Swain, P.E., Division Engineer
Mr. Roger Bryan, 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, USAGE, Wilmington
Mr. Joseph Miller, P.E., PDEA Project Planning Engineer
4

Office Use Only: Form Version March OS
20080009
USACE Action ID No. DWQ No.
~~~ any parucu,ar t~cm is not appnca~te to tms project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 23 and 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
III.
1. Owner/Applicant Information
Name: Gresorv J. Thorpe PhD Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number:~919) 733-3141 Fax Number: [phone]
E-mail Address: iwharrod(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:
Project Information
Page 5 of 12

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bridge No. 130 on NC 9 over the Broad River
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4032
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Buncombe Nearest Town: Bat Cave. NC
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): I-40 West: to NC 9 S:
Arrive at B-4032
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.)
Decimal Degrees (6 digits minimum): 35'30'44.96 °N 82' 16'7.02 °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: The Broad River
8. River Basin: Broad 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/mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Residential, Maintained Disturbed Montane Oak-Hickory
Forest
10. Describe the overall project in detail, including the type of equipment to be used: Bride
No. 130 will be replaced with asingle-span bridge that is 85 feet long
Page 6 of 12

11. Explain the purpose of the proposed work: NCDOT Bridge Maintenance Unit records
indicate Bridge No. 130 has a sufficiency rating of 47 5 out of a possible 100 for a new
structure. The bride is considered structurally deficient and functionally obsolete The
replacement of this inadequate structure will result in safer and more efficient traffic
operations.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
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 aze proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs maybe 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 sepazate sheet.
1. Provide a written description of the proposed impacts. There will be 91 lineaz feet of
permanent stream impacts from the use of riprap for bank stabilization and there will be
temporary stream impacts to the Broad River due to girder assembl o~the proposed bridge
totalmg_< 0.01 acre.
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.
Page 7 of 12

Wetland Im act
p
Site Number
(indicate on map)

Type of Impact T
ype of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
No Wetlands

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 acrea e, multi 1 len h X width, then divide b 43 560.
Stream Impact
Number

indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width

Before Im act Impact
Length

linear feet) Area of
Impact

acres
1 Broad River Permanent Perennial 20' 27 <0.01
2 Broad River Permanent Perennial 20' 23 <0.01
2 Broad River Permanent Perennial 20' 26 <0.01
2 Broad River Permanent Perennial 20' 15 <0.01

Total Stream Impact (by length and acreage) 91 <0.04
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, dred 'n ,flooding, draina e, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres

Total Open Water Impact (acres) 0
6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Impact (acres): <0.04 (perm.)
Wetland Impact (acres): p
Open Water Impact (acres): 0
Page 8 of 12

Total Impact to Waters of the U.S. (acres) <0.02 (perm)
Total Stream Impact (linear feet): 91
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.
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 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. The current bridge will be
replaced at the existing location and a temporary bridge used as the detour will be constructed 54
feet downstream. Traffic will be maintained on a temporary structure during construction
NCDOT Best Management Practices will be implemented during all phases of construction and
demolition.
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
Page 9 of 12

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/lineaz 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 sepazate sheet if more space is needed. NCDOT proposes rio mitigation for
the 91 linear feet of permanent impacts to the Broad River These impacts are from bank
stabilization, which will not have an adverse effect or result in loss of waters of the United
States.
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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the. project involve an expenditure of public (federaUstate/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Cazolina 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 ^
Page 10 of 12

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
(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
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
(s uare feet) Multiplier Required
Miti ation
1 3 (2 for Catawba)
2 1.5
Total
- cone i extenas out su feet perpend~cutar 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 2B .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.
All stormwater from this bridee replacement project shall be directed to special cut ditches which
will allow for storm water treatment before discharging into the Broad River
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
Page 11 of 12

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 anafter-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:
This project is limited to a bride replacement No indirect or cumulative impacts are anticipated
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
f.
lZ-1~-U7
Applicant/Age~it's S~nature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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WETLA11lD PERMIT DRA WI11lG
VICI11lITY MAP
B-4032
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DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
PROJECT: 33399.1.1 (B-4032)
REPLACEMENT OF BRIDGE N0.130
OVER THE BROAD RIVER
ON NC 9
81162007

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Name: BLACK MT Location: 035° 33' 28.8" N 082° 16' 01.0" W
Date: 8/16/2006 Caption: Project: 33399.1.1 (B-4032)
Scale: 1 inch equals 2000 feet Replacement of Bridge No. 130 Over the Broad River on NC 9
Sheet 2
Copyright (C) 1997, Maptech, Inc. 8C
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OW11~R'S NAME ADDRESS
O Dunson,B.AfHEIRSJ 6620 Holt Rood
Nashvllle,TN 3711-6906
O2 Keith, Michael A & Martha Jone 7199 42nd Dr. N.
Rivero Beach, FL 33404-4805
O3 Lavender. Eula Mae M. 1930 NC Highway 9
Black Mountoin,NC 28711-9606

PROPERTY OW11~ER
11~AME A11tD ADDRESS
DIVISION OF HIGHWAYS
BUNCOMBE COUNTY
PROJECT.• 333991.1 (B~032)
REPLACEMENT OF BRIDGE N0.130
OVER THE BROAD RIVER
ON NC 9
817/1007
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS

Site
No.

1
2
2

Station
(From/To)

-L- 19+68 LT
-DET- 19+74 RT
-DET- 19+81 LT

Structure
Size /Type

Ri Ra Embankment
Ri Ra Embankment
Ri R
E
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
<0.01
<0 01
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft)
27
23 Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)

2
-DET- 19+92 RT a
mbankment
Ri Ra Embankment <0.01
<0.01 26
15

TOTALS : 0.01 91
NOTE: TEMPORARY PILES TO BE UTILIZED TO SUPPORT PLACEMENT OF THE GIRDERS
ON THE PROPOSED BRIDGE. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
~J14a»ht.
W41'i~99H COUNTY
PROJECT: 33399.1.1 (B-4032)
ATN Revised ]/31105 9 / 12 / 2007

DETAIL I
TAIL BASE DITCH
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OETiO 8001 N9IPAOE 621
ORD BOOA 192 PAGE W
/~ DENOTES IMPACTS IN
Vy///~/~1 SURFACE WATER
OBUTERATrON OF EXISTING PAVEMENT
50 0 100
= OESIGN EXCEPTION; HORIZONTAL. CURVE AOrUS
SEE SHEET N0.5 FOR -L- P ILE
SEE SHEET NOS.S-lTHRU S- FOR STRUCTURE ~LANS
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Npl RATER i1FVATHN=2N7.47
EST 16 TON p0.A YAE Y IAVEIUER
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~~
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DENOTES IMPACTS IN
SURFACE WATER
.~
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/// ~ • DESIGN EXCEPTION: HORIZONTAL CURVE ADIOS
SEE SHEET N0.5 FOR -L- P ILE
SEf SHEET NOS.S-lTHRU S- FOR STRUCTURE J~LANS
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DETAIL 4
RP RAP AT EYBAFRIENT
1 Noi to Scdlel
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Grade 6'
3.5'
Type of Llner= CWss 'B' Rip-Rap
BTA 19+60 hn
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/ ~ ! OEFB Baas x167 PAQ 29S
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r / a4D Boat 692 PAGE 421
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NOTE: PAVE ALL DRNEWAYS TO
THE RIGM-OFiMAY UNE WITH 2.5' S95B
DENOTES IMPACTS ~N
SURFACE WATER
OBLITERATrON OF EXrSTrNG PAVEMENT
D£SIGN £XCEPTION: HORIZONTAL CURVE
SEE SHEET NQ5 FOR -L- f
SEE SHEET NOS.S-ITHRU S- FOR STRUCTURE
__ - II.._1_~ .r r.1

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DETAIL I
TAIL BASE DITCH
(Not to Seabl
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D
B 1enD a I,S Ft
TYDe of Llner= Yex•d = L0 it
Clone 'B' RIp-Rap B = LS it

DETAIL 2
SPECIAL CUT DITCH
I Net ip $Cele1
Frp~lo}n~t
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DETAIL /
RP RAP AT C
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NOTE PAVE ALL ORNEWAYS TO
1 THE RIGHT-OF-WAY UNE W/TF/ 2.5 5958
® DENOTES IMPACTS N
SURFACE WATER
OBLITERATION OF EXISTING PAVEY£NT
100
DESIGN EXCEPTION: HORIZONTAL CURVE AOlUS
SEE SHEET N0.5 FOR -L- P FILE
SEE SN£ET NOS S-lTHRU S- FOR STRUCTURE FLANS
' IN APP /
- A 18+9 .00
/~ ~-c-
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1-B FOR CONVENTIONAL SYMBOLS
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2788`,
~~ -
END STATE
., PROJECT
BEGlN STATE
PROJECT
9
g ~~

,P,yF u?
VIC/MfTY YM
.;o
~m
~~ ~
NCDOT CONTACT: B.D. TAYLOR, P.E.
PROTECT ENGINEER

3 ROADWAY DESIGN UNIT
V GRAPHIC SCALES DESIGN DATA

~ ADT 2007 = 1,20D VPD
50 25 0 50 100 ADT 2030 2,100 YPD
3 DHV = 12%
c PLANS D = ~
~ r = e% `
50 25 0 50 100 Y = 35 mph

DESIGN IXCEPfION:
PROFILE (HORIZONTAL) HORIZONTAL CURVE RADIUS
HORIZONTAL SSD
3 10 5 0 10 20 FUNCTIONAL C1A551FICATION:
~ RURAL MAJOR COLLECTOR
~ PROFILE (VERTICAL) ' (~ z% + DUAL 6%)

CLEARING ON TH!5 PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
THIS PROJECT IS MOT WITHIN ANY MUNICIPAL BOUNDARIES
~~°~~°]E ~~ N~~~~[ ~A~~®IL~loTAl
~IVR~~®I~ ®lF IE~I~][-~tiV~1~Y~
BUNCOMBE COU11tTY

.C. 8-4032 ~
Mtn IOtR RLItl,R ~~
33399.1.1 BRSTP-0009 p,E,
33399.2.1 BRSTP-0009 RN/
33399.2.1 BRSTP-00091 IJTIL~TY

LOCATION: BRIDGE N0.130 OVER THE BROAD RIVER ON NC 9
TYPE OF WORK GRADING, DRAl11tAGE, PAVING, AND STRUCTURE
PRO, jECT LENGTH
LENGTH OF ROADWAY TIP PROJECT B-4032 = 0.150 MILE
LENGTH OF STRUCTURE TIP PROJECT B-4032 = 0.018 MILE
TOTAL LENGTH Of TIP PROJECT B-4032 = O.1b8 MILE
.~ GR~~,
PRELIMINARY PLANS
~~~~~
- Kimley~iom HYDRAULICS ENGINEER
PLANS PREPARED FOR ^~~ 3rldASSa~tes I~,
TfDs NCDOT BY:
O[ ,AW MO0 r1J011
~ry~, w~ w. nm
1006 SfAADARD SP6Cff/CA7H1N5
RIGHT OF WAY DATE:
JANUARI' 19,1007
LETTING DATE:
JUNE Jg 100a
JEFFREY W. MOORS, PE
PRO7RCr RNGADEER
J. JASON PACE
PRDJECT DRSICN &YfJNF.BR
ROADWAY DESIGN
ENGINEER
PE.
DIVISION OF HIGHR'AYS
STATE OF NORTX CAROLINA

Note: Not to Scale
*S. U.E. = Subsurface Utility Engineering
S'~'~'"i"9? ~F N~(~N~4"N'IM 4'~~~Q~L,dN.~
I91~"15I~N ~(~1~ IHIQ,~IHW~1~'~
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.•
S
Li
tate
ne
County Line -•••-•-••-
Township line

City Line
Reservation Line - ~ - ~ -
Properly Line
Existing Iron Pin
Property Comer -~
Property Monument
Parcel/Sequence Number
Existing Fence Line -x-x-x-
Proposed Woven Wire Fence ~
Proposed Chain link Fence e
Proposed Barbed Wire Fence $
Existing Wetland Boundary ----v----
Proposed Wetland Boundary
Existing High Quality Wetland Boundary - -~~-
Existing Endangered Animal Boundary ~^-
Existing Endangered Plant Boundary ~-
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or U~G Tank Cop 0
Sign
Well
Small Mine 5z
Foundation 0
Area Outline ~-~
Cemetery
Building ~~
School
Church
Dam
HYDROLOGY.•
Stream or Body of Water
Hydro, Pool or Reservoir r--"--,
l-__-_J
River Basin Buffer -Rae
Flow Arrow E
Disappearing Stream }--
Spring p~,^
Swamp Marsh ~
Proposed Lateral, Tail, Heod Ditch ~_
False Sump

RAILROADS:
~,Tn-,~~
Stan ar Gauge mar rx
RR Signal Milepost -- >~ u
Switch -- 0
RR Abandoned --~- ~- -~- -}
RR Dismantled --
RIGHT OF WAY.•
Baseline Control Point 0
Existing Right of Way Marker ~
Existing Right of Way Line -
Proposed Right of Way Une --~-
Proposed Right of Way Line with
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Existing Control of Access -- --±~±---
Proposed Control of Access -- --~-

Existing Easement Une --E--
Proposed Temporary Construction Easement - E
Proposed Temporary Drainage Easement- --Toe-
Proposed Permanent Drainage Easement - -Poe-
Proposed Permanent Utility Easement -eue-
ROADS AND RELATED FEATURES.•
Existing Edge of Pavement --
Existing Curb -•
Proposed Slope Stakes Cut --- ~ ---
Proposed Slope Stakes Fill ---_v---
Proposed Wheel Chair Ramp
Curb Cut for Future Wheel Chair Ramp - cr
Existing Metal Guardrail
Proposed Guardrail T T T
Existing Cable Guideroil "
Proposed Cable Guiderail "
Equality Symbol 0
Pavement Removal
I~EGETATION.•
Single Tree Q
Single Shrub a
Hedge ~...
Woods Line -'"L'"'~"""""''
Orchard ~ fl 4 Q
Vineyard Y"~a
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall - ~ cage ~
MINOR:
Head and End Wall ac s.
Pipe Culvert
Footbridge ~---------C
Drainage Box: Catch Basin, DI or JB ^ro
Paved Ditch Gutter -----
Storm Sewer Manhole
Storm Sewer 9
UTILITIES.•
POWER:
Existing Power Pole ~ .
Proposed Power Pole b
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole p
Power Line Tower
Power Transformer 0
U~G Power Cable Hand Hole
H-Frame Pole --+
Recorded lbG Power Line
Designated WG Power Une (S.U.E.') ----~----
TELEPHONE:
Existing Telephone Pole +
Proposed Telephone Pole -C~
Telephone Manhole
Telephone Booth ^p
Telephone Pedestal p
Telephone Cell Tower ~
l4G Telephone Cable Hand Hole
Recorded USG Telephone Cable t
Designated USG Telephone Cable (S.U.E.')- ----'----
Recorded U~G Tele
hone Conduit n
p
Designated USG Telephone Conduit (S.U.E.'~ ----'~----
Recorded WG Fiber Optiu Cable "~
Designated U-G Fiber Optiu Cable (S.U.E.`r ----TPo---~
PRELIDIINARY PLANS
~~~~~~
WATER:
Water Manhole
Water Meter o
Water Valve
Water Hydrant ~
Recorded U~G Water line
Designated U~G Water Line (S.U,E.'}-- - ---~----
Above Ground Water line uc rte.
N:
N Satellite Dish ~(
N Pedestal
N Tower
USG N Cable Hand Hole
R
d
d l4G N C
bl
ecor
e
a
e n
Designated U'G N Cable (S.U.E.'~ ----r----
Recorded U~G Fiber Optic Cable r ~-
Designated U~G fiber Optic Cable (S.U.E.'f-
GAS:
Gas Vabe Q
Gas Meter
Recorded L4G Gas line
Designated USG Gas Line (S.U.E.') ----~----
Above Ground Gas Line "" `°`
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleonout p
WG San'dory Sewer Line A
Above Ground Sanitary Sewer uc smn~y s.r.r
Recorded SS Forced Main Line ~-
Designated SS Forced Main Line (S.U.E.') - ----~----
MISCELLANEOUS:
Utility Pole ~
Utility Pole with Base ~
Utility Located Oblec- p
Utility Traffic Signal Box
Utility Unknown lVG Une ,,,,,-
l4G Tank; Water, Gas, Oil
AEG Tank; Water, Gas, Oil
lbG Test Hole (S.U,E.'( ~
Abandoned According to Utility Records - AATUR
End of Ir>formotion E.O.I.

r ~
SURVEY CONTROL SHEET 8-4032
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON Tf~ STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FINt MONUAENT "B4032-1'
NITH NAD 1983/95 STATE PLANE GRID COORDINATES OF
NORTHING: 611584.61501ft1 FASTING: 1029131.11TOIftI
THE AYEAAI~ COMBIIN:D GR]D (ACTOR USED ON THIS PROJECT
lGRg1MPo TO CRID) [S: 0.999516905
THE N.C. LAMBERT CRID BEARING AND
IOCALIZED HORIZONTAL GROUND DISTANCE FROM
'84032-1' TO -L- STATION 10+00.00 IS
N 33'S5'OT' N 1314.6T'
ALL LINEAR DIMENSIONS AAE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED [S NGVD 29
NCDOT GPS STA B4032-2
LOCALIZED PROJECT COORDINATES
N = 672740.8292
E = 1028334.6943
NOTES:
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING
PROJECT CONTROL DATA AT:
HTTP.HWWW.DOH.DOT.STATE.NC. USPRECONSTR UCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOTVS:
B4032_LS_CONTROL_060321.TXT
SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER
INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT.
` INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL
BY THE NCDOT LOCATION AND SURVEYS UNIT.
PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
NETWORK ESTABLISHED FROM NGS ONLINE POSITIONING SERVICE (OPUS)
a~
o~
~~~~~~~
w~
~~
,~o
cn
STA. 10+00.00 BEGIN STATE PROJECT 33399.1.1
LOCALIZED PROJECT COORDINATES
N = 672725.3591
E = 1028364.0887
1.--
Z
~~

-L- STA. 24+50.00 END STATE PROJECT 333
LOCALIZED PROJECT COORDINATES
N = 673199.0353
E = 1028361.5631
BMl ELEVATION 2302.56
N 673264 E 1027991

&' L STATION 16.54 16 LEFT

POINT OESC.
NORTH
EAST
ELEVATIIXI
L STATION
OFFSET CHISELED SQUARE SY CORNER OF HEAOVALL
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
GPS2 GPC STA 84032-2 672740.6292 1028334.6943 2379.22 10.29.10 16,02 LT BM2 ELEVATION 2389.83
NCDOT GPS STA 840321 1
2 673253.3858 1028880.2580 2382.87 16+4A.62 13.37 LT N 673395 E 1027978
673534.9780 1027928.4649 2388.77 19.27.55 11.82 LT L STATION 17•Bl 24 RIGHT
LOCALIZED PROJECT COORDINATES 3
4 673665.5806
673781.1986 1028867.5398
1028359.9846 2394.94
2411,84 21.26.48
24.41.82 15,12
15.62 RT
RT SPIKE IN BASE 23 INCH LOCUST
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

5
673934.6771
1028590.1212
2428.07
OUTSIDE PROJECT
LIMITS ,,
,,,,,,,,,,,,

N
= 671584
6150 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,
BPI3 ELEVATION • 2391.41
. N 673572 E 1027943
E = 1029131
1770 L STATION 19.65 8 LEFT
. BRASS DISK TVA - LHT 1835
BM4 ELEVATION 2426.19
N 673835 E 1828349
L STATION 24+50
N 20' 33' 16.5' V GIST 36.68
SPIKE ]N BASE 10 INCH OqK
NOTE: DRAWING NOT TO SCALE
0
b
~ m
V11;11V1'1'Y MAY
DRAWING NOT TO SCALE

r •
-rWL- NC 9
L
^~ ^ C2 ~ ~ ~ C2 ~
'~' noenc
"'_ _ N EXrssnxs
~,~' r,NarxD
~' vunA~E
T E2 U W E2 T stD
GRADE TO THIS UME ~7 fNIMJE TO THIS UNE
EX ~ ~~IES
TYPICAL SECTION N0.1
-L- STA I¢+2¢,00 TO STA 16+091J0
-L- STA 2I+66A0 TO STA 23+09A0
EXISTING
GRDUND
y IY-AI
TYPICAL SECTION N0. lA
-L- STA 15+50.00 TO STA 19+10.00 fLT1 - L - N ~ 9
E~^~
r,li0 ND
ABIE

TYPICAL SECTION N0.2
-L- STA 16+09A0 TO STA !9+lOAO (BEGIN BRIDGEI
-L- STA 20+05.00 FEND BRIDGEI TO STA 21+66.00
I/ ~ EX
~~'~ ~.
Ez R r
TO THIS UNE
TYPICAL SECTION N0.2A
-L- STA 18+15.~ TO STA 18+95x70 (RT1
PROH{T REF{AENOE N0. SHEEi N0.
8-4032 2
~.^ ROADWAY DESIGN 1AVFAIDVT OESK,N
ENGINEER ENGINEER
IGmleyHom
antl Assoc~tes, Inc.
PRELIMIN RY PLANS
P.O. BON 33068 RO Nor as CON/'CRVClpN
RMEIGN, N.C.27636-3068
PAVEMENT SCHEDULE
C~ PROP.APPROX. P/' ASPHALT CONCRETE SURFACE CO;lRSE TYPE S95B. AT
AN AVERAGE RA~f Of 168 LBSPER S0. YD.
CZ PROP.APPROX. 3• ASPHALT L17NCRETE SURFACE COARSE TYPE 595Q AT
G AN ~WfRAGE RATE OF I6B IBS.PER SO.YD.IN EACH OF TWO LAYERS.
C3 PAOP VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S95& AT
AN ~WERAGE RATE OF A2 lyS.PER SO.YD.PER 1DEPTH TO BE PLACED
1N LAYERS NOr LESS THAN f/z'fN DEPTH OR GREATER THAN 21N DEPTH.
El PROP.APPROX.4'ASPHALT CONCRETE BASE COURSE TYPE B25AB.AT
AN AVERAGE RATE OF 456 LBS.PER SO.YD.
PROP.APPROX. 58 ASPHALT LVNCRETE BASE COURSE TYPE B250B, AT
E2 AN AVERAGE RATE OF 627 LBS.PER SO.YO.
E3 PROP VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE 825AB, AT
AN AVERAGE RATE OF 1!4 LAS. PER 50. YA PER f DEPTH TO BE PLACED
IN LAYERS NOT LESS THAN 3'OR GREATER THAN y/~'DEPTN.
R PROPOSED SNCIILDER BERM GUTTER
]~ EARTH MATERIAL
U EXISTING PAVEMENT
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE DETAILWITHIS SHEETJ
PAVEMENT EDGE STAPES ARE RUNLESS OTHERWISE INDICNED
-_
`\~ EJ
~\\\
C3 U
3" YTNlIN/M
DErac wi SHOWING ~IETH00 OF wEOGrNG

^
4

1•
INOt i0 Sode) '
Front ~2f/~
Dsi~e
~ D Z51 Ground i
Mln. D = I Ft
-0ET- STA 11+2d TO STA IS+50 (Rn
-0ET- STA 15+50 TO STA 16+58 (RT1
-0FT- STA 16+SB TO STA 17+58 (RT)
-0ET- STA 16+60 TO STA 17+75 IRT)
-DET- STA 18+50 TO STA 19+50 IR1j
-0ET- STA 20+15 TO $TA 21+50 IRT)
DETAIL 2
TAIL BASE DITCH
t Not to Sods)
a+'d ~ ourM
B
Fllier Fabrk B
YIn.0 = 2.0 Ft
8=20 Ft
Type of Liner= Class 'B' Rip-Rap
-0Ei- STA 19+90 TO 20+OB hT)
DETAIL 3
s a V TCH
INOt to Scdsl T
CrlvsMCy
roan
d D
MIn. D= I Ft.
FOtsr FaDrlo MO%. d= IFt.
-DEr-
Pr SrD x5+05.30 Pr Sro I1+5557
p = x456' 5x2 fin p = 46'rr 28,4 rRrl
D = 1243'56,6' 0 = rZ43' 566
x 8
r =
5903' T = 191
R = 45000' R = 45000'
~E a 0
.0
5
R
RO
PLAN 5
,
O
Pi Sro 21+2402 PI 5-0 23+1272
p = 89'18or.~rRrl p = r8'48524•rcn
0 =2838' 524 D = l243' 566
c = 3nlr L = r4r7T
r =19r5r' r = r45s'
R =20000' R = 450,07
SE = OD6 SE =002
RO = 90' RO =SEE PLAN -:
STANDARD CUT DITCH
INot t0 Scde1
Ad
Front
r ?N Ditch
a Slope
FOtsr
FoDrlc Max, d= I.0 Ft.
TYDe of Llner= Close 'B' Rlp-Rop
-0Eh STA 21+d0 TO STA 23+93 Itm
Type of Llner= Class 'B' Rlp-Rap O
-0EI- STA 20+16 TO STA 27+40 ILm OUTIET
TOE AIL 4
RIP RAP AT EMBANKMENT
(Not to Scdel
Ditch I S,
Grade 6'
3.5' I
SEE SHEET N05 FOR -DET- PROFILE
SEE SHEET NOS. S- THRU S- FOR STRUCTURE PLANS
~5,~ EILA MAE Y LAVENDER N AF0.1
DEED BOOR BO PAfj ¢) TRACT 2 rcT iti
- rm, STa. r~
SEE SHEET 4 FOi
RIGHT-0F1'IAY
COA7INUATION
TAL BASE ORC
SEE DETAL 2
CLASS'B'RIP RAP -~ p
EST T TON N
EST 215Y FF
EST ppE : 6 CY '
s = iDOx
RP AAP AT EMBMDfMENT y,~o~P
SEE DETAL 1
CLASS 'B' Pop RAP
Est 4 roNS
EST 9 SY FF _ - :~ Z
ggEEGGIl,,yy gg[[~~ '~ ENS
~~i,AI+4~ -!
.. F,~IN APPROACH SLAB - ` ~
Fes- - + ~, ~
-DEr- PCC S%,9+26.45 ,: `` '`,, ~
d
- ,- f
E B
:~ 5 'If ':':~~
°/ ,
~_,
~/
SPECAL CUT gTCH F
SEE DETAIL I
i SY FF
GRADE 10 DRAIN
~+.

,,..w,.... ~ ... ~~ cam.
-' 8-4032 2-B
~~_ . __._
~ 0.M' SKEET N0.
ROADWAY DESIGN HYDRAULICS
-- ENGINEER ENGINEER
Klm~y+bm
' ~ ~ . , . , --. , ., and Assodates, Inc.
- SrRr~A 20+14.00 P.O. BOX 37068
ez o' ~ RAlEIGN, N.c.2/676-7D6e PRELIMIN Y PLANS
1 APPROACH SLAB DD xar uDl mNrrAVAKwH
sPEnu 'w wrcN
SEE DETAL 3
~ O R CLASS 'B' Rtl+ RAP ~ ~ ..: , : ~ .'..
EST 3B TON EULA YAE Y LAVENDER
EST b SY FF DEFD BOOA,Yt PAGE ¢3 TRACt 2
f
`, ~ , ._ ~ ~ G~~S
~yp0
'E ~
`~
i . R ~'q
°C ,.....
...
__ __ .._
_ vE ~ ~ ~ ,-~ -DEr- PRCSr¢.22+38A
\\
3 ~
~ f'S ~~ ~>` ~.. nix nsr ~ -,
`;~~ AIL ~c \ I 1
D ~ s4,e~xP ~ ~I:
i ~ ~' ''~~iEMOVE PORTION OFP61 ~i ~.' ~
'~ ~ ~` KING NALL TO PROVIDE -
STAEmAPD CUT gTCH
CLASS TB' RIP RAP -DEr- PTSIO. i
EST 91TON5 _L_ IO
EST 260 SY FF
r- r Sro,2~+~
c- srD.23~iO.
.n END CONSrRUCrroN
~h~
W 2 ~ E '~ POSITIVE DRAINAGE - 'J$."y
~~ SEE DIET CUIj DITCH
J::-";
~ C ,~~~ ~1 - - ~ ~ ~ ~~.+Y SEE SHEET 4 FOR
/ ~ a C4 I- HIGHT-0FiYAY
°~ n~rt'.-. ~ coNnNOarroN -OEr- POr5t0.2i+3400
~ ;i~ ~~ ~: L9CHAEL 41 MARTHA JANE KEITH.'' ~~ ~ '
type of Liner= Class 'B' RID-Rap -LIE I - F'C 5-D. r4+4627 F'/ ~ - -+ ~
~ ~ - _ DEED BOOS O63 PA[f 295 ; $ ~
-DEr-srA 19+62 IATI ~ ~° ~ _ _ - ~~''•~ ~ ~ '~EtiR .
-0Er- sTA 19+90 ~Ln -DEr- POr Slo.14+24.00 ^ J~ 02 r,~
-0ET- $TA zD+os IKrf GIN ION '~ I '1/ ~ ' "` m ,. ~'
~:.
` F'/ ~l! O
lJ~ / I ' ~`~ SPECIAL CUi DITCH & A, DAMSON HEBiS
-71FT- W1T[fw /7LVlm - .. SEE DETAL I , - _ .. GEED BOON K>21PAOE 2d

.~
•
k

DETAIL I
TAIL BASE DITCH j
INOt to Sedel
ound a
a D
B A8n.0 = LS it
TYDe of Liner= Mal.d • LO it
Claae 'B' RIP-Rap B : 45 Ft
-L- STA 16+58 ILT(
DETAIL 2
SPECIAL CUT DITCH
TNot to Scdel ~.
Frltdl
~' D CrourW
MIn.D = IFt
-L- STA 17+58 TO STA 18+20 (0.1J
I NOt to Sorrel ~
t
f P Shops
rp D
d
Fitter Min. D• I.5 Ft.
FoEMIO Max, d= L0 Ft.
Type of Liner= Ck7aa 'B' Rip-Rap
1- STA 19+A8 TO STA 22+00 (LTt
DETAIL 4
'. RP RAP AT EMBANKMENT
f Not to Scale!
Ditch 15,
Crude 6'
3.5' I
TYDe of Liner-- Class 'B'RID-Aap
TAIL BASE DITCH
CLASS '8' RIP R!
EST T TONS
EST 215Y FF
SEE DETAIL I
EST DDE = 4 CY
S = LOOX
REA4YE EXIST DETWR PNENENI' +,
rSEE SHEET 2-Bl ~~ r
REMK)YE M' - NI' RCP AND 01
EXTEND EXIST IB' RCP 12'
WITH COLLAR ,,r,.,
35'v
ounET PRDTECT rlc ,
CLASS 'B' RP RAP
W/ FlLTEA FABRIC
EST ITON
EST 5 SY fF
[L[V.= LJtlL,
-L- STA 16+'.
OFF 15.88' LT
/s O -OL-I
1 -L- A I +e
OFF 13,3T LT
E0.A MAE u LIYEFOER _L_ P~
GEED) 8001. 617 PAGE a3 TRACT 2
- STA 19+eB Iln
!N A OJ I
BEGIN CONSTRUCTION
i
~TI\~ 2
REBAR~~ ET. .
L S7A 19.+7.55
- I OFF`. 11.62' LT;
ELEV = 2379.33
REBAR SET '~
-L- STA 19+17,24 ;
OFF 202.39'LT
~4-
= t ~'
z„ ~ - -STA 19+10 P '
1-
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~ ~R52 / ?Y~ 9. ^9
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31 I -"/ r F
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e ,-: u ,

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-L-

~
~
-REMWE EXISr~ND BwtGE PI Sta 17+4282 P1 Sto 20+1774 ~
ANO CONCRETE A5UTYENfS
RETNN Exisr CONCRETE FDD><IxGS
p = 25'25 312'(RT1 p = IEIB'15A'(RTl
rsrRUCruR~YTEri ~ D = IO' 36 312 D ~ 2838' 52.4 IGmleyFbrn
~i L = 239b3 L =26635' and Associates, ~C,

' T = 12!82' '-,~-~ _ ~STJY
`„ k
-RIP RAP AT EMBANKMENT
`, R ' S~.00"
• R = 20040' p.o, BOX 7TUAe
4, CLASS 'B' RP RAP ',~,
T
5
YN F
' SE ~'.. DA55 SE = DA60
~ r 93.50' AO =102' RLLEIGM, N.C. 27636J0A8
ES
1
0 S
F ~
SEE DETA~ 4Q
•
~~,
tlWIF6M.Y ev.
`V
ELEV. = 2541 ~ ,„
-L- STA 19+65.44 ,.
~
8.09'LT ~
GRADE PROPOSED DITCH TO GRAM! ~~
+
-
N R1 ~
~:
P~ EUL4 WE M LAVENDER -.
f -L- ` - + ,Up LEER BOOILIIT PAGE a~ TRACr : `
~
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o ' 3T
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STA 18+95 RT ~~
+ ~
OUTLET PROTECTKkI ~'v
al , .. CLASS 'B' RP RAP -
- ' W/ FILTER FABRIC
I~' ' EST I TON ~
EST 5 SY FF ~
SPECIAL CUT DITCH _
SEE DETAIL 2
~: ~ YCHAEL A. S MARTRA JME KEITH,=' ~ -,,
DEED Baac uu PACE 295: $ ~`•. ,
-TI- ~
O = 2 8 .95 ~
a •AR SET m
-L- STA 20+67.13 ~ ~
/'~ OFF 112.02' RT
o BM •2
?r- ELEV.= 2389.03
-L- STA IT+8109
OFF 24.48' flT _T- 103
REBAR SET
-L- TA +
f ;W10TH! DRNEWN'
-L-
.F
r ~ ;.
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L-3 ~`
- A 2+ 6,48
F 15.12' RT „
1 ',
.,
EST 55
EST 110
ATERAL 'Y'
DETAIL 3
RP RAP
)NS
Y FF -,..
1ROkCT REFERENCE N0. SHEEi N0,
8-4032 4
Aw SHEET N0.
IOADWAY DESIGN
ENGINEER HYDItAWCS
ENGWEER
PAELIMIN
m NOT va RY PLANS
a1NR[RIx'1lOn
~µ~0
t~`~ e~q5
27 LT
-L- PoT;
BM •9
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-L- STA 24+°
ti OFF 38.68' LT
~~V O
~+ B. A, DlNSp1 FIEbTi
DEED BOOR g21PA0E 2d
S 21 90.85 -
OFF 121.14' RT ~.
~I.
- 14 `~
ELEV = 2395.49 _ ~ 5
RLB STA P2+61.78 -L- STA 24+41.02 ~ ~ ;~
OFF 128.4T RT OFF 15.63 RT ~",
'~
~ ,\
O
& A. DUNSOFI NEE25
DEED BOOK b21PAOE 2q
EARL 0. JR K ELLEN L. iRASLMtE
GEED BOOK M9IPACE 627
OFID BOOK N2 PACE 123

-L-
OBUTERATION OF EXISTING PAVEMENT
DESIGN EXCEPTION: HORIZONTAL CURVE RADIUS
SEE SHEET N0.5 FOR -L- PROFILE
SEE SHEEP NOS.S-1THRU S- FOR STRUCTURE PLANS
-BL-S
-L- S A 2 +II+/-
OFF 16' +/- RT

~G1N Rl -L- S
N
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en -L- en
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