20080584 Ver 1_Application_20080328

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STATE OF NORTH CAROLINA
MICHAEL F. EASLEY
GOVERNOR
DEPARTMENT OF TRANSPORTATION
P. O. Box 25201, Raleigh, NC 27611-5202
PHONE: [phone]
March 25, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
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LYNDO TIPPETT
SECRETARY
080584
Subject: Nationwide Permit # 14
SR 1613A (South laurel Fork Road)
Ashe County, North Carolina
Project Number: 110.005108 (DWQ Permit Fee: $240)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1613A,
South Laurel Fork Road in Ashe County. Total project length is approximately 1.21 miles. The
improved section will be widened from 16 feet to 18 feet with impervious surface area increasing
by 0.29 acres. This project will require the replacement of two wet pipes as shown below:
Stream Impacts:

Station Number
`
Existing Pipe
Size
Proposed Pipe
'Size Riprap
Impacts (feet) Total Impacts at
this Station (ft.)
28+771 31'x 24" 75'x 36" 10 54
47+882 27'x 18" 60'x 24" 10 38

Total Stream Im acts = 92 feet
This pipe is currently perched. Due to slope, this pipe may still be perched after replacement. If
so, an energy dissipater pad will be placed in the stream channel at the pipe outlet. A perched
private pipe immediately upstream of our crossing is prohibiting aquatic life passage anyway.
Bedrock is present under the inlet and outlet of this pipe. As a result, successfully burying this
pipe into the streambed substrate will be extremely unlikely. This pipe is also currently perched.
Due to slope, this pipe may still be perched after replacement. If so, an energy dissipater pad
P. O. Box 250, N. WILxESBORO, NC 28659
PHONE [phone] Fnx [phone]

Mr. Monte Matthews
` SR 1613A (South Laurel Fork Road)
Page 2
March 25, 2008
will be placed in the stream channel at the pipe outlet. A perched private pipe immediately
upstream of our crossing is prohibiting aquatic life passage anyway. This private pipe will likely
be cut back and daylighted by 5 linear feet. As a result, our anticipated impact at this location
will be 38' not 43'.
The replacement of the wet pipe at station 28+77 will require temporary dewatering. An
impervious sandbag dike will be constructed upstream of the existing culvert to create a small
pool. Clean water will temporarily be pumped azound the construction azea and will be
discharged downstream. Any dirty water located inside of the construction azea will be pumped
into a silt bag if necessary. Total dewatered area at station 28+77 will be approximately 0.003
acres. Once the new pipe is in place, the impervious dike will be removed and preconstruction
streambed elevations will be restored.
Due to the presence of a private pipe located immediately upstream of our pipe inlet, dewatering
the wet pipe at station 47+88 is likely not possible. Due to the presence of bedrock, we do not
anticipate that this will cause a turbidity problem.
The wet pipes in question carry different unnamed tributaries to Wolf Branch (Class: B, Trout +).
This project was reviewed for the presence of threatened and endangered species on March 25,
2008. This project will have no effect on any federally listed endangered plant or animal species.
The State Historic Preservation Office has reviewed this project and did not request any survey
work.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Cazolina Wildlife Resources Commission comment directly to you concerning the 404 "
Nationwide Permit application with a copy sent to me.
By copy of this letter, I am forwazding five (5) copies of this application package to Brian Wrenn,
NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US
Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your eazly review and consideration will be appreciated.

Mr. Monte Matthews
SR 1613A (South Laurel Fork Road)
Page 3
March 25, 2008
Sincerely,
/~~
Heath Slaughter
Division 11 Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Wrenn, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Doug Tetzlaff, District Engineer
Doug Eller, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Scott Pipes, Roadside Environmental Field Operations Technician

Office Use Only: ~ Form Version Apri12001
USACE Action ID No. DWQ No. ~ ~ ~ ~ 0 ~ 8 4
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250, North Wilkesboro, NC 28659
Telephone Number: (3361903-9202 Fax Number: [phone]
E-mail Address: hslau hg ter(a~dot.state.nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Heath Slaughter, Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number:. [phone] Fax Number: [phone]
E-mail Address: hslau hg terndot.state.nc.us
Page 3 of 12

III. Project Information
Attach a vicinity map cleazly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1613A, South Laurel Fork Road
2. Project Number (NCDOT Only): 110.005108
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Ashe Neazest Town: Laurel Springs
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmazks, etc.): See attached SR map.
Site coordinates, if available (UTM or Lat/Long): 28+77 DD: 36.39605 N, 81.27307 W
47+88 DD: 36.39905 N 81 27775 W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
5. Describe the existing land use or condition of the site at the time of this application:
Secondary Road
6. Property size (acres):. Approximately 6.3 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to Wolf Branch (Class: B,
Trout +l.
8. River Basin: New
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12

9. Describe the purpose of the proposed work: Grade drain base and pave SR 1613A.
10. List the type of equipment to be used to construct the project: Trackhoe/backhoe. motor
grader and dump trucks
11. Describe the land use in the vicinity of this project: Residential/Fazm
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.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: 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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be cleazly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts aze proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 12

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. Vt/etland Impacts
Wetland Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. impacts mctuae, nu[ are nor umnea to: mecnanizcu c~raru~g, ~nuu~y, ~,~~,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center az 1-800-358-9616, or
online az httn://www.fema.¢ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average
Width of
Stream Before
Im act perennial or
Intermittent?
(please specify)
Station No. 28+77 Pipe replacement 44 feet UT #1 to Wolf Branch 1 foot Perennial
Station No. 47+88 Pipe replacement 33 feet UT #2 to Wolf Branch 2 feet Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associates np-rap,
dams (separazely list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online az
www.usas.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 771n. ft. excluding riprap.
Page 6 of 12

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.
Wet pipes Riprap 0.0009 UTs to Wolf Branch Streams
Station No. 28+77 Temporary Dewatering 0.003 UT #1 to Wolf Branch Stream

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
__
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability ofthe 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.
By utilizing the erosion control measures as shown in the attached drawings, adverse impacts to
streams in the area will be minimized. Since this is an existing roadway, the stream impacts
cannot be avoided. However the replacement pipe lengths will be the minimum needed to
safely construct the paved roadwa~a~propriate BMPs will be used during construction.
Page 7 of 12

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 Mazch 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http~//h2o enr state nc.us/ncwetlands/strmaide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
EEP if necessaz~
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regazding the application
process for the NCWRP, check the NCWRP website at htro://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): To be determined by COE
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): NIA
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA fmal approval letter.
Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and- map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected ripazian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
Page 9 of 12

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
I 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Lone 1 extenos an
additiona120 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
ImQervious surface area will increase by approximately 0.29 acres. All appropriate best
mana egL meet practices for sediment and erosion control will be implemented during construction.
XII. Sewage Disposal (DWQ Only)
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 (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
Page 10 of 12

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
zs
Applicant/Agent's Signat Date
(Agent's signature is vah only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington,NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12

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'4'0 1„~ `~ ~.~ Cem `~' J/ / ~`~ G'j.7e~y, ~ ''./~._J ~' ~/ ~~~; --•~ n/'~ ~ , 1
Name: LAUREL SPRINGS Location: 036.3982721° N 081.2716683° W
Date: 3/25/2008
Scale: 1 inch equals 2000 feet
1998, Maptech, Inc.

1.
3.
5.
2.
4.
6.
1. Downstream view at station 28+77 on SR 1613A, Ashe.
2. Perched outlet view at station 28+77.
3. Upstream view at station 28+77.
4. Perched private pipe outlet draining to our pipe inlet at station 47+88.
5. Bedrock at outlet of pipe at station 47+88.
6. Perched outlet at station 47+88.

EROSION CONTROL SCHEDULE
(1) All adequate temporary erosion control measures will be installed before
clearing and grubbing operations begin.
(2) As construction progresses, temporary and permanent erosion
control devices shall be installed in a timely matter, according to
any special permit requirements and or requirements set out in
G.S. 113A-57.
MANDATORY STANDARDS FOR LAND-DISTURBING ACTIVITY
Pursuant to G.S. 113A-57 (3), Provisions for a ground cover
sufficient to restrain erosion must be accomplished within 30
working days or 120 calendar days following completion of
construction or development, whichever period is shorter, except as
provided in 15A NCAC 4B .0024 (e)."
DESIGN STANDARDS IN SENSITIVE WATERSHEDS
Pursuant to G. S. 113A-57 (3) provisions for a ground cover
sufficient to restrain erosion must be provided for any portion of a
land-disturbing activity in a HQW zone within 15 working days or
60 calendar days following completion of construction or
development, whichever period is shorter.
(3) All siltation and erosion control devices shall be properly maintained until
no longer needed.
(4) On projects performed by D. O. T. Maintenance Forces, request will
promptly be,made to the Division Roadside Environmental Unit for stage
and permanent seeding.
(5) Any removal of siltation devices will be based on the condition of
established ground cover of that area the device is serving.

HIGH QUALITY WATERS
1. Uncovered areas are limited at any given time to a maximum total area of
20 acres.
2. Erosion and sedimentation control measures shall be designed to provide
protection from the 25-year storm.
3. Large Type-A basins shall be designed and constructed with a settling
efficiency of at least 70% for the 40 micron soil particle size transported
by runoff from the 2-year storm.
4. Newly constructed channels shall be constructed with side slopes no
steeper than 2:1, unless slopes are to be stabilized by methods other than
vegetation
5. Aground cover sufficient to restrain erosion must be provided for any
disturbed area.

NOTES FOR EROSION CONTROL PLAN
• Each Section Under Construction Shall be Seeded and Mulched Within 30 Days After Grubbing
Begins (Per STEP # 7 of the Erosion Control Design). See Phasing Sheet on Next Page for Section
Layouts.
• 9' X 3' X 2' Temporary Rock Sediment Dam, Tvue-B Used at Most ALL Locations as Shown. ALL
are Greater Than or Equal to the Required Storage Given in STEP # 7 of the Designer Spreadsheet.
Please Pay Close Attention to the Sizing, Some TRSD-B's are Greater in Size. All TRSD-B's are
Designed on a 3 to 1 Length to Width Ratio.
• If a Temporary Silt Ditch is Used in Place of Temporary Silt Fence, Then ALL Rock Silt Checks Type
B & A Need to be Placed in TSD Per STEP # 3 & 5 (Respectively) of the Erosion Control Designer
Spreadsheet.
• Outlet Devices Along Silt Fence May Need to be Relocated Only to be Placed in the Low Point of Fill
Section or to the Most Appropriate Location in the Field. More Outlets Devices may need to be
Installed Along Silt Fence in Accordance with the Topography of the Construction Limits.
• ALL Pipe Locations May Slightly Vary Due to Any Grade Changes in the Proposed Roadway.
• ALL Temporary Rock Sediment Dams Shall Have Core Fiber Baffles Placed According to
Specifications.
/ 0' to 10' Long will need 1 Baffle
/ 10' to 20' Long will Need 2 Baffles
/ 20' and Longer will need 3 Baffles
• If You Have Questions Pertaining to the Erosion Control Design Contact David Wayne at (336) 903-
9140 or Scott Pipes [phone].
• Again Note that Entire Design is Based Around a 30 Day Construction Effort. Phasing IS CRITICAL.

SR 1613A South Laurel Fork Road
Ashe County
Erosion Control Designer Sections
See Attached Erosion Design Program
Left L or Right R Descri ption Percent Grade Ditchliner Re uirements
Section 1 L From Station 0+50 To Station 3+00 6.40% See Ditchliner Lists
Section 2L From Station 3+00 To Station 7+75 5.47% See Ditchliner Lists
Section 3L From Station 7+75 To Station 10+00 0.44% See Ditchliner Lists
Section 4L From Station 10+00 To Station 13+25 0.62% See Ditchliner Lists
Section 5L From Station 13+25 To Station 16+25 2.33% See Ditchliner Lists
Section 6L From Station 16+25 To Station 24+g0 6.13% See Ditchliner Lists
Section 7L From Station 24+90 To Station 28+77 2.33% See Ditchliner Lists
Section 8L From Station 28+77 To Station 29+75 1.02% See Ditchliner Lists
Section 9L From Station 29+75 To Station 31+50 5.14% See Ditchliner Lists
Section 10L From Station 31+50 To Station 37+60 6.07% See Ditchliner Lists
Section 11L From Station 37+60 To Station 41+92 5.32% See Ditchliner Lists
Section 12L From Station 41+92 To Station 45+00 3.90% See Ditchliner Lists
Section 13L From Station 45+00 To Station 47+g8 5.90% See Ditchliner Lists
Section 14L From Station 47+88 To Station 50+00 0.47% See Ditchliner Lists
Section 15L From Station 50+00 To Station 52+75 0.73% See Ditchliner Lists
Section 16L From Station 52+75 To Station 55+00 0.89% See Ditchliner Lists
Section 17L From Station 55+00 To Station 61+54 7.03% See Ditchliner Lists
Section 18L From Station 61+54 To Station 63+70 6.48% See Ditchliner Lists
Section 19L From Station 63+70 To Station 64+00 EOP 3.33% See Ditchliner Lists
Section 1 R From Station 0+50 To Station 3+00 6.40% See Ditchliner Lists
Section 2R From Station 3+00 To Station 7+75 5.47% See Ditchliner Lists
Section 3R From Station 7+75 To Station 10+00 0.44% See Ditchliner Lists
Section 4R From Station 10+00 To Station 13+25 0.62% See Ditchliner Lists
Section 5R From Station 13+25 To Station 16+25 2.33% See Ditchliner Lists
Section 6R From Station 16+25 To Station 24+90 6.13% See Ditchliner Lists
Section 7R From Station 24+90 To Station 28+77 2.33% See Ditchliner Lists
Section 8R From Station 28+77 To Station 29+75 1.02% See Ditchliner Lists
Section 9R From Station 29+75 To Station 31+50 5.14% See Ditchliner Lists
Section 10R From Station 31+50 To Station 37+60 6.07% See Ditchliner Lists
Section 11 R From Station 37+60 To Station 41+g2 5.32% See Ditchliner Lists
Section 12R From Station 41+92 To Station 45+00 3.90% See Ditchliner Lists
Section 13R From Station 45+00 To Station 47+8g 5.90% See Ditchliner Lists
Section 14R From Station 47+88 To Station 50+00 0.47% See Ditchliner Lists
Section 15R From Station 50+00 To Station 52+75 0.73% See Ditchliner Lists
Section 16R From Station 52+75 To Station 55+00 0.89% See Ditchliner Lists
Section 17R From Station 55+00 To Station 61+54 7.03% See Ditchliner Lists
Section 18R From Station 61+54 To Station 63+70 6.48% See Ditchliner Lists
Section 19R From Station 63+70 To Station 64+00 EOP 3.33% See Ditchliner Lists

Project Phasing
Sections to be Completely Contructed in 30 Days to Meet the Erosion Control Designer Requirements
Section 1 From Station 0+00 To Station 9+40
Section 2 From Station 9+40 To Station 16+25
Section 3 From Station 16+25 To Station 24+90
Section 4 From Station 24+90 To Station 31+50
Section 5 From Station 31+50 To Station 37+60
Section 6 From Station 37+60 To Station 41+92
Section 7 From Station 41+92 To Station 47+88
Section 8 From Station 47+gg To Station 55+00
Section 9 From Station 55+00 To Station 61+54
Section 10 From Station 61+54 To Station 64+00 (EOP)
Sections Listed Above Do Not necessarily have to be Contructed in this Sequence, however will need to Maintain

SR 1613A South Laurel Fork Road
Ashe County

ER~SI®1®C C()l~'I'~.®L I)~~'.~.II..,~ Al~I~
~~~CI~'IC~.TI~I~~
STANnARp D ~'SCIZII"TTXON SYMBOL
462.01:~~~G7;1:ori).....Rip Itap FiII Slope Protection ...............:
876.04 ....................Itip Rap Lined Ditch........................... _.....ir{~
1060.0$:~5~~~?.QA)...Matting fior Erosion Control .......................... ~/~jv ~ ~ ..
1605.01 ..................Ternporary Silt Fence ........................_...---•• ...~„_
1606.01 ..................Special Sediment Control fence...................... ~
1622.UI ..................TemporarySlope Draiut................................
1630.02 ...................SiltBasin Type B........................_:.......... ~
1630.03 ...................Temporary Silt Ditch.................................: TS D----
1630.04 ...................Siilling Basin........................................... (~
1630.OS ..................Temporary Diversion..._........................_..... TD`~-
1632.01 .............:. Rook Inlet Sediment Tra T o-A.......:.......... ;'~" oR '• n
.... p ~ .D= ~ _
]632.02 ...................Rockinlet Sediment Trap Type•B................. T-t
1632.03......:....~........TZock Inlet Sediment Trap Type-C ..................: ©; oQ -~ c
1633.0] ...................'T`emporary Rook Silt Check Type-A.._..._...,... Iii
1633.02 ...................Temporary Rock Silt Check Type-T3...............
1634.OT ...................Temporary Rock Sediment Dam Type-A..........
1634.02 ............ ........Temporary Rock Sediment Dam Type-B ........ ~
1635.01 ....................Roc1c Pipe Inlet Sediment Trap Type-A.. ......... p,.( J.'
1635.U2 ...................Rock Pipe Inlet Sediment Trap Type-8............8 ;~;
]636.01.._.._..............R.ock Silt Screen ............................. ...........~: . .
Small Sireami or I3rancl~ ............................................................. _.__3-_ _ _ --~
Pipe Uuflet )Jnergy Dissipater ......................... ~ m
is~~

IMPOL7TANT i!i NOTF_S ON Ff~ONT P%GE OF Ef~OSION
N L L ANTT~ L Y H U H L/
l1C.005035 (R/WJ
PROJECT: llC.U05/08 (CONSTJ
ROAD: SR l6/3 f~ (SOUTH LAUREL FORK ROADJ
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (l.2/ MlJ
SCALE: l" = 50' SHEET l OF l3 ATE: l /25 /OS

~
~ ~ n
_
•
~ 0 0 0
N R/W BLUE R DGE PARKWAY OPERTY °
9 x 3 x
yWE
9 x3 x2
1 B LE 2' WEIR
1 BAFF

r
C
rn
~ A A
x 6.40 % x
~ o~ SR 1613
A SOUTH LAUREL F RK RD. 00

N r
r
~~ CCRR
~~ CRRC ~~ ~ r r
n ~
~
\ `
` ' „
30
X 5
~
~ / 2x4 x2
3' WEIR ~
9 x 3 x 2
2' WEIR 2 BAFFL
1 GAFF
NO R/W BLUE R/DGE PARKWAY PROPERTY

IM/~OF~TANT 1!i NOTES ON Ff~ONT PAGE OF EF~OSION
N L LAN L U U
llC.005035 (R/W )
PROJECT: l1C.005/OS (CONST)
ROAD: _ _
SK l6/3 A (SOUTH LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: I" = 50' SHEET 2 OF l3 ATE: l /25 /OS

~ ~ ~ y y
~ n ~ n n
~ ~ rn ~ ~
° NO R/W B ~ E RIDGE PAR~W AY PROPERT °
9x3 x2 9x3 x
2' WEIR 2' WEIR
1 GAFF 1 GAFF

~~ X
5.47 °. o0
R l6/3 SO TH[LfAfURELr FORK[~RDf. (r [;_(f r [~f
RR\,`\~`~RR\"~\`RR\1`\ ~RR\~~\1\\~ ~ -°
5" SP 25 X 15 CSP 25 X 15 CSP
~ 9x3 x2 ~
2' WEIR
T 1 BAFFLE rn
n
0
0
~/

IMPOF TANT ~!i NOTES ON Ff~ONT PAGE OF Ef~OSION
LAN H U U
~ ~ ~ ~ ~ ~
~ n n n n ~
~ O ~ N L.I -A
O ~ O ~ ~ ~
O O O O O O
9 x3 x2
2' WEIR ?.
1 BAFFLE i
nl R7
J+.
O
0.44 % 0.62 % x
SR l6/3 A SOUTH LAUREL FORK RD. ao l l 1 1SR~~l]6 3
11 RRJ~J'JJ
9x3 x2
~ 2' WEIR ~`
T~ 7 BAFFLE
1 I
B K
P T
o
0
0
l1C.005035 lR/WJ
PROJECT: l1C.005/08 (CONST 1
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROADJ
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (l.2/ MlJ
SCALE: l" = 50' SHEET 3 OF l3 AT E: l /25 /08

IMPORTANT ~!~ NOTES ON FRONT PAGE OF EROSION
N L LAN L h~ U f/ U

A A
A ~ A A

0 c i o~ ~ oo ~

0 0
0 0
0 0
0 0
0 0
0
9 x3 x2
2' WEIR
1 BAFFLE

n
A
2.33 % ~ 6.13
6 A
3
S
OU
TH LAU
REL FORK RD SR l6/3 A SOUTH LAUR
FORK RD.
E
L
1,
~
~
I
1
IJJJ~~J~ 11~]
J~ 1 ~ 11 ~ ~
RR l
~~
~ 1 l 1
l
I
1
~
~ 1 1l
~
~~
~~
~~~~
~~~
~
JJJJ/J J J
J
J
l IJJ
JJJJ

~ 9 x3 x2 r

T 2' WEIR
1 BAFFLE ~
1
l1C.005035 (R/W)
PROJECT: l1C.005/08 (CONST)
ROAD: SR l6l3 A (SOUTH LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: l" = 50' SHEET 4 OF l3 ATE: l /25 /OS

IMPORTANT 1.!i NOTES ON Ff~O/VT PAGE OF EF~OSION
N L LAN L H U h' U

~
~ A n n n
_
O O ~ N W NA
O O
O O
O O
O O
O O
O
12 x4 x2
3' WEIR
2 BAFFLE

n

6.13
SR
/
6/
3 A
S
OU
T
H
LA
UREL FORK RD.

~~~ ~ ~ ~~~ ~ ~ 1~ 1 1 1 ~
1
1
1
1
1
1
~
1
1
1~ 1 1 1~ 1 1 1
J~7 J~7~~ 1 t~'1 11 1 1 1 ~ ~'~7~1 1 1 J~~~ ~7
~ I r
Z Z
~ ~

l1C.005035 (R/W)
PROJECT: /1C.005/OS (CONSTI
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROADI
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (l.2/ Ml1
SCALE: l" = 50' SHEET 5 OF l3 ATE: l /25 /OS
r

IMPORTANT i!i NOTES _ ON FRONT PAGE- OF EROSION
L L AN~PPL) H H L/
n ~ ~ n
o° °o °o °o °o °o
12 x 4 x 2 9 x 3 x 2
2' WEIR
3' WEIR 1 BAFFLE
2 BAFFLE
A
O
x 2.33 % a-~-~
N SR l6/3 A SOUTH LAUREL FORK RD. q
N 20' CSP RR
9x3 x2 ~~~
~ 15 x5 x2 2'WEIR '~~ 9 3x
3' WEIR 1 BAFFLE IR
rn 2 BAFFLE ~ 1 LE
B K
P T
A
N
v
PROJECT: llC.~_%U`~035
lIC.U, X5/08 (R/Wl
(CONST)
ROAD: _
SR l6/3 A ~SOUT f f LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (l.2/ Ml1
SCALE: I" = 50' SHEET 6 OF l3 ATE: l /25 /OS
v

IMP0.9TANT ~!~ NOTES ON FFlONT PAGE O,~ Ef~OSION
N L L AN3~A L Y U H U
~ ~ ~ ~ ~ ~
A n n A n ~
0 0 ° 0 0 0
0 0 ° 0 0 0
9x3 x2 9x3 x2
2' WEIR 2' WEIR
'F'~~' 1 BAFFLE 7 BAFFLE
%'~
~I ~;~ o ~
C
~ '~
O
1.02 % 5.14
SR l6/3 A SOUTH LAUREL FORK RD. S
RR E-KRR ~ C ~ ~, RR) ~ RR) 25' X ~ ~ /~ RR> ~ RR) ~~~ RR> )~)~ RR, )~ RR~ >
~ CSP 9 x 3 x 2 ~
3 x 2 2' WEIR ~
IR 1 BAFFLE T
1 LE I f
B K
P T
n
iv
~n
l1G005035 (R/W )
PROJECT: llC.Ou5108 (CONSTJ
ROAD: SR lbl3 A (SOUTH LAUREL FORK ROAD)
couNrr: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: l" = 50' SHEET 7 OF l3 ATE: 1 /25 /08

IMPOf~TANT i!~ NOTES ON Ff~O/VT PAGE OF Ef7OSION
N L L AN3' L h' U

~ y y ~ ~ ~
n n n n ~ ~
~ vii rn v oc.,,lo ~
O O O o O o
1z x4 x2
3' WEIR
2 BAFFLE

~~2~

6.07 X

J
SR l6/3 A SOUTH LAUREL FORK RD. ~ SR l6/3 A SOOT L
»RR>)')>RR)> >,RR,),>)RR)) '>)RR» ))RR,> ~ ~~RR,»~RR
25~ ~
~ CSP 1z x 4 x z
rn
'
~
~
T 3
WEIR
2 BAFFLE ~
' I
l1C.005035 (R/W)
PROJECT: UC.005/08 (CONST)
ROAD: SR l6/3 A (SOUTl~ LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: l" = 50' SHEET 8 OF l3 ATE: l /25 /OS

IMPOF>'TANT ~!~ NOTES ON Fi9ONT PAGE OF Ef~OSION
N L LAN L H U h' L/

~
n ~
~
~
n ~ ~
~
w

~o ~

o
-r>
.~,

N ~
-p n
~
° ~
° ~
° 0 0 0
0 0 0
12 x4 x2
3' WEIR
2 BAFFLE
RE
c
`I ~~ cRFF~ --- =~'
~ ~I
X
5.32 % ~ 3.90
LAUREL FORK RD. SR l6/3 A SOUTH LAUREL FORK R .
~~]~ l l l
~J~7R JJl RR~I ~~RR,I~ 1 ~ ~ ~RR~ ~ ~ ~
J !Jl 20' X 15" CSP
\ 9x3 x2
' ~
2
WEIR
1 BAFFLE
\
T
f I
PROJECT l1C.005035 lR/W1
: llC.U05/08 (CONST 1
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE. GRAIN, BASE, AND PAVE (1.21 Ml1
SCALE: l" = 50' SHEET 9 OF l3 ATE: l /25 /08

IMPOf~TA/VT l!~ NOTES ON F/~ONT PAGE OF Ef70SION w
N L LAN L Y H U h' U
n ~ n ~ n ~
~ ~ ~ rn ~ ~ ~
0 0 0 0 0 0
0 0 0 0 0 0
9 x3 x2 9 z3 x2
2' WEIR 2' WEIR
1 BAFFLE ' ,~ 1 BAFFLE
y ~ ,~
n
~, rn
0
a
5.90 % n 0.
SR l6/3 A SOUTH LAUREL FORK RD. ~ r„
y a ~
~ 30' SP ;~
9x3 x2 9x3 x2 9x3 x2
~ 2' WEIR 2' WEIR ~ 2' WEIR ~
T~ 1 BAFFLE 1 BAFFLE 1 BAFFLE
' I rn
B K
P T
y
-A
v
l1C.005035 (R/W)
PROJECT: l1C.005/08 (CONST)
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROADI
COUNTY: ASHE
TYPE: GRADE, ORAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: l" = 50' SHEET l0 OF l3 ATE: l /25 /08

IMPOf~TANT ~!~ NOTES ON Ff~ONT PAGE OF Fi9OSION
N L LAN L Y ~/ U H U
A
0
0
IA
~ ~
n n
+ ~~
o ~
°o ° ~~
~ ~ ~ ~ ~
~ ~ ~
~ ~ ~ WETLAND ~ ~ ~
oo Nor asruRe
..
l1C.005035 (R/W1
PROJECT: //C.005/08 (CONST)
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE l1.2/ Mll
SCALE: l" = 50' SHEET 11 OF l3 ATE: l /25 /OS

~
~ ~
~ n ~
~
N w
+ + +
° ° °
o o o
9 x 3 x 2 9 2 3 x 2
2' WEIR
1 BAFFLE 2' WEIR
1 BAFFLE
.-. -~
I I 0.47 % 0.73 % ~~ I ~ O.d
SR /6/3 A
H LAUREL FORK RD.

9 x 3 x 2 9 x 3 x 2
2' WEIR 2' WEIR ~
1 BAFFL BAFFLE
B K
P T
0
0
0

IMPOf~TANT ~!i NOTFS ON FF'ONT PAGE OF Ef~OSION .,-
/l/ L LAN A L h' U H L/
~ ~ ~ y ~ y
n n p ~ ~ ~
0 0 0 0 0 0
0 0 0 0 0 0
~ ~
~ ~
0.89 % 7.03 % 7.03
SR /6/3 A SOUTH LAUREL FORK RD.
»-RR),',>RR)>'~>RR ))RR>) ~)>RR~~))RR~I-~-~~,)RR) > >) ))
Z Z
~ ~
B K
P T
0
0
l1C.005035 (R/Wl
PROJECT: /1C.005/08 (CONST)
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROAD)
couNrY: ASHE
TYPE: GRADE, DRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: I" = 50' HEFT l2 OF l3 ATE: l /25 /08

- - `
IMPORTANT ~!i NOT_ES ON FfIONT PAGE OF Ef~OSION r
N L L AN3`-~
~ ~ ~ ~
n n n ~ ~ ~A
~ o° rn rn rn o~
0 0 ~ ~
O O ° p o _ _ wocF ea
----~
9x3 x2
2' WEIR
1 BAFFLE C
~~
r,
~~
EXIST/NG O ~
X TO BE DES ED~~ ~
~ " 6.48 % ~, 3.33
SR l6/3 A SOUTH LAUREL 11FO11R~~K RD.
z
~RR~~ ~RR~O'X SP ~~~ ~RR~ J~ ~~ 'f `, ~
15 x5 x2 ~~
~ 3' WEIR 9 x 3 x 2 ~
2 BAFFLE 12EAFF E ~1~
nl ~ ~'',
P llC.D05035 lR/W)
ROJECT: l1C.005/08 (CONST)
ROAD: SR l6/3 A (SOUTH LAUREL FORK ROAD)
COUNTY: ASHE
TYPE: GRADE, GRAIN, BASE, AND PAVE (l.2/ Ml)
SCALE: l" = 50' HEFT l3 OF l3 ATE: l /25 /08

Ditchliner List for Erosion Control Plans
SR 1613A (South Laurel Fork Road)
Ashe County
From Station To Station Left/Ri ht Ditchliner
0+00 0+50 Ri ht Mattin for Erosion Control
0+50 7+75 Ri ht Ri Ra
7+75 13+25 Ri ht Mattin for Erosion Control
13+25 24+90 Ri ht Rip Rap
24+90 28+77 Ri ht Mattin for Erosion Control
28+77 41+92 Ri ht Rip Rap
41+92 55+00 Ri ht Mattin for Erosion Control
55+00 61+54 Ri ht Rip Rap
61+54 64+00 Ri ht Mattin for Erosion Control

Pipe List for Erosion Control Plans
SR 1613A South Laurel Fork Road
Ashe County
Pie Station Size Class CSP Remarks
1 0+50 40' x 18" T e-B Re lace
2 3+00 40' x 18" T e-B Re lace
3 4+00 30' x 15" Plain Add
4 4+75 25' x 15" Plain Re lace
5 7+50 25' x 15" Plain Add
6 7+75 50' x 18" T e-B Re lace
7 13+25 40' x 18" T e-B Re lace
8 16+25 40' x 18" T e-B Re lace
9 24+90 40' x 18" T e-B Re lace
10 28+77 75' x 36" Type-B Replace
11 31 +25 25' x 15" Plain Add
12 31+50 40' x 18" Type-B Replace
13 37+30 25' x 15" Plain Add
14 37+60 40' x 18" Type-B Replace
15 41+92 50' x 18" Type-B Replace
16 43+10 20' x 15" Plain Add
17 45+00 40' x 18" Type-B Replace
18 45+60 30' x 15" Plain Add
19 47+88 60' x 24" Type-B Replace
20 52+75 40' x 18" Type-B Replace
21 60+00 30' x 15" Plain Add
22 61 +54 50' x 24" Type-B Replace
23 62+81 30' x 18" N/A Delete
24 63+70 75' x 18" Plain Replace

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PROPOSED TYPICAL SECTION
ROAD NAME : 5(Z 1613-A Sov-sH Li9~~~ f~,eK Ro, DATE : Z~78~U~
COUNTY: nsHt
PROJECT(WBS) : !~C-GOS63S
1 1 C, 10$
NOTE-CONSTRUCT EXTRA MIOENiNG IN CURVES AS DIRECTED 8Y ENGINEER
NOTE: PAVEMENT MARKINGS FOR TMO 9' LANES
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32' TYPICAL SECTION
...\TYPICAL for SEC..dgn 10/13/04 02:47:47 PM