20041905 Ver 1_Application_20041129

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOVERNOR PHONE: [phone] SECRETARY
November 17, 2004
Mr. John Thomas ®~~~(?
U. S. Army Corps of Engineers NU ~ 15 D
Raleigh Regulatory Field Office ~ 9 1004
6508 Falls of Neuse Road, Suite 120 aE~rz ,
Raleigh, NC 27615 ~1~os~ sT°R~ i~R! ~H
Subject: Nationwide Permit #14 & #33
SR 1127 (Shawnee Road)
Watauga County, North Carolina
Project Number: 110.095066 (DWQ Permit Fee: $475)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1127,
Shawnee Road in Watauga County. Total project length is approximately 1.77 miles. The
roadway width will increase from 18' to 20' and paved. Impervious surface area will increase by
0.43 acre. This project will require the replacement of eight (8) wet pipes as shown below. Please
note that the pipe at station 9+60 is being shortened to take the creek duectly across the road, and
will therefore eliminate the wet ditch running through the pipe at station 9+00 (which will be
removed). The pipe at station 27+25 carries overflow from a springbox and as a result was
excluded from jurisdictional consideration. Also note that the project is gapped from station
16+30 - 25+63 and from station 102+68 - 138+32.

Station Number Existing Structure
Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station k.
9+60 60'x36" 50'x36" ]0 0
29+30 30'x 18" 50'x 18" 10 30
38+10* 50'x30" 60'x48" ]0 20
40+40* 40'x18" 50'x24" 10 20
47+8$* 30'x36" 50'x48" 10 30
50+35 30'x18" 50'x24" 10 30
56+00 30'x18" 50'x24" ]0 30
63+60 30'x18" 50'x18" 10 30
Total Stream Im acts =190 feet
P. O. Box 250, N. W~ucESaoRO, NC 28659
PHONE [phone] FAx [phone]

Mr. John Thomas
SR 1127, Shawnee Road, Watauga
Page 2
November 17, 2004
* The wet pipes at stations 38+10, 40+40, and 47+85 will remain perched when replaced due to
slope.
Temporary dewatering will be necessary at stations 38+10 and 47+85 for headwall construction.
An impervious sandbag dike will be constructed approximately 20 feet upstream of the existing
structures to create a small pool. Clean water will temporarily be diverted from these pools
through a jump pipe discharging into the new permanent structure. Any dirty water located inside
the construction azeas will be pumped into a silt bag. The dewatered area at station 38+10 will
total 0.002 acres. The dewatered azea at station 47+85 will total approximately 0.001 acres.
Total dewatered area for both crossings is 0.003 acres. Once the new structures are in place, the
impervious dikes will be removed and preconstruction streambed elevation will be restored.
Construction of this project will require impacts to waters of the United States in the Watauga
Basin. All wet pipes carry different w~named tributazies to Shawneehaw Creek (Class: C;Tr).
This project was reviewed for the presence of threatened and endangered species on October 12,
2004. 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 proposed project should not remove or degrade existing water quality uses. Pipe sizes used
will be the minimum necessary to create a safe roadway. All pipes with a slope greater than 6%
will remain perched and an energy dissipator pad will be installed at the pipe outlet. 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 Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me. Please note that a trout buffer variance will
be requested for ground disturbance within the 25-foot buffer zone of unnamed tributaries to
Shawneehaw Creek in the following areas: 2+90 - 6+35 (Rt.) and 8+40 - 12+00 (Rt.).
By copy of this letter, I am forwarding seven (7) copies of this application package to John
Hennessy, 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. John Thomas
SR 1127, Shawnee Road, Watauga
Page 3
November 17, 2004
Sincerely,
~~
aci S. Hining
Division Environmental Specialist
Enclosures
cc: John Thomas, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (7 copies)
Sue Homewood, Division of Water Quality
Matt Gantt, PE, Land Quality Section
Mike Pettyjohn, PE, Division Engineer
Kipp Turner, PE, District Engineer
Kevin Whittington, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Neil Trivette, Roadside Environmental Field Operations Engineer
Dennis Bennett, Bridge Maintenance Engineer

Office USe Only: Pornt Vcrsion April 2(x)1
USAGE Action ID No. D`,,,Q ~4 ! 9 ~
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW #14 & #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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
lI. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number:~336) 903-9203 Fax Number:~336) 667-4549
E-mail Address: sshinin~(~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: Staci Hinin~, Division Environmental Specialist
Company Afliliation:_ North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number:~336) 903-9203 Fax Number: [phone]
E-mail Address: sshinin~ cr,dot.state.nc.us
Page 3 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1127. Shawnee Road
2. T.LP. Project Number (NCDOT Only): 11C.09506
3. Property Identification Number (Tax PIN):
4. Location
County: Watauga Nearest Town: Bowers Gap
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
5. Site coordinates, if available (UTM or Lat/Long):
3+60 DD: 36.1795°N_ 81.8437° W_ county line
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Forest/Residential/Farm
7. Property size (acres): Approximately 10.73 acres.
8. Nearest body of water (stream river/sound/ocean/lake): UT's to Shawneehaw Creek
(Class: C; Tr).
9. River Basin: Watauga
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at _ ~ ~ : .)
Page 4 of 12

10. Describe the purpose of the proposed work: Grade, drain, base and pave SR 1 ] 27
11. List the type of equipment to be used to construct the project: Trackhoe/backhoe, motor
grader and dump trucks.
12. Describe the land use in the vicinity of this project: Forest/Residential/Farm
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 clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12

1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
T}pe of Impact* Area of
Impact
(acres) Located ~~itlun
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland*** ,
N/A

List each unpact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, hooding, 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
(FIItM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-3~8-9616, or
online at .
*** List a wetland t}pe that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina BaV, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed:
2. Stream Impacts, including all intermittent and perennial streams
Stream Im ct
pa Len
gth of Average
Perennial or
Site Number T}~pe of Impact* Impact Stream Name** Width of Intermittent?
(indicate on map) (linear feet) Stream Before (please specific)
Im act
Station No. 9+60 Pipe replacement -10 feet UT #1 to Shawneehaw 2 feet Perennial
Creek
Station No. 29+30 Pipe replacement 20 feet UT #2 to Shawrteehaw 2 feet Intermittent
Creek
Station No. 38+10 Pipe replacement ]0 feet UT #3 to Shawneehaw .~ feet Perennial
Creek
Station No. -t0+40 Pipe replacement 10 feet UT #4 to Shavneehaw 1 foot Intermittent
Creek
Station No. ~7+85 Pipe replacement 20 feet UT #5 to Shawneehaw 3 feet Perennial
Creek
Station No. 50+35 Pipe replacement 20 feet UT #6 to Shawneeha~~~ 1 foot Intermittent
Creek
Station No. 56+00 Pipe replacement 20 feet UT #7 to Shawneehaw 1 foot seep
Creek
Station No. 63+60 Pipe replacement 20 feet UT #8 to Shawneehaw 1 foot Tnternlittent
Creek
Miscellaneous
See attached rip-rap 80 feet UT's to Shawneehaw 1-4 feet PerenniaU
cover letter placement for Creek Intermittent
stabilization
List eacn impact separatety and ~dentrty temporar}~ impacts. Impacts include,-but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both stnichue and flooding), relocation (include linear feet before yid 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 footpruit for both the original and relocated streams must be included.
"'~ Stream names can be found ou USGS topographic maps. If a stream has no name, list as UT (muiamed tributary) to the nearest
do~enstream named stream uito which it flows. USGS maps are available tluough the USGS at ]-800-3~8-9616, or online at
Page 6 of 12

Several htternet sites also allow direct download and printing oC LISUS Wraps (e.g.,
etc. ).
Cumulative impacts (linear distance in feet) to all streams on site: 190 ln. ft of new permanent impacts
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 hnpact* Area of
Impact
(acres) Name of Waterbod~~

(if applicable) T}pe of Waterbod~~
(lake. pond. estuary. sound,
bav. ocean. etc.)
38+10 Temporary Dewatering 0.002 UT Sltawneehaw Creek Stream
47+85 Temporary Dewatering 0.001 UT Shawneehaw Creek Stream

Ltst each unpact separately and identity tempor~~ impacts. Impacts ittchide, but are not limited to: till, 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 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.
By utilizing the erosion control measures as shown in the attached drawinss 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 roadway All appropriate BMPs will be used during construction
VIII. Mitigation
Page 7 of 12

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 March 9, 2000, mitigation will. be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at ~. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 8 of 12

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 final 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 riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 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:
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* Im act
~ uare feet)
Multiplier
M tUation
1 3
2 1.5
Total
c..viic , c.aiciiu~ uui ~v ieei perpenmcular uom near bank of chamiel; Zone 2 ea~tends an
additiona120 feet from the edge of Zone I .
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.
Page 9 of 12

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.
Impervious surface area will increase by 0.43 acre. All appropriate best management 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.
XIIL 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
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).
Page 10 of 12

Applicant/Agent's Signature 'Date
(Agent's signature is valid only if an aut orization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Anm~ Corps of Engineers Avery Clay Jackson ~ Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Ro~~~an Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Ha}'wood McDo~~~ell S«~ain
Fax: [phone] Cata~+ba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surn
Suite 120 Cas~a~ell Fors}2h Northampton Vance
Raleigh NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fas: [phone] Davie Halifax Randolph Wilkes
Washington Regulator}° Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Waslungton
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Riclunond
Wilmington, NC 28402-1890 Carteret Montgomery .Robeson
Telephone: [phone] Colwnbus Moore Sampson
Fas: (910) 251--1025 Cumberland New Hanover Scotland
US Fish and Wildlife Service /National M arine Fishe ries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Fiel d Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telcphone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fas: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Sen-ice Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Presen~ation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: (919) 733-=1763
Fax: [phone]
Page 11 of 12

SR -1127 SHAWNEE ROAD, (WATAUGA COUNTY)
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Name: VALLE CRUCIS Location: 036.1874959° N 081.8438354° W
Date: 11/17/2004 Caption: SR 1127, Shawnee Road
Scale: 1 inch equals 1333 feet Note gapped sections:
16+30 - 5+63,102+68 - 138+32
Copyright (C) 1998,

PIPE I?~ST_~.LLATIO?~T
1. Install erosion control devices. In streams, inhere necessary, rock silt
screens wiIl be iced and installed prior to pipe replacement or any
work being done to channel
2. Remove mate~-~ial and existing pipe while limiting, as much as
possible, material and sediment from entering a stream and/or
escaping from project
3. Prepare pipe foundation while again tak','ng care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project.. V~'here possible, new grade will be below
existing stream bed. If needed, bedding material ~~ll be clean stone.
4. Place the new pipe and compact backfill.
~- .Install slope protection on outlet and inlet ends of pipe. Also
complete imstallation of erosion control measures and perform
maintenance as needed on existing measure,
6_ Establish permanent vegetation as soon as possible.
7. Remove rock silt screens as soon as possible after vegetation is
established. Prior to removal of rock silt screens any accumulated silt
must be removed_

G~'`~~-°1 '~'OT~S ON EROS]ON CO?~7'RpL
Silt Basin Type B's v~~ill br con_str-ucted to the dime
f et by three feet unless otherwise noted on the plans ~°n of six feet by three
V~'here slope protection. treatment is required, Section 868 and Section 1042 of
the 1990 Standard Specifications for Roads and Stru
:4ny material obtained from the project IDust be clean b fore~b°ibn followed.
g placed.
Generally, the order of installation of the erosion control measures ~.~1 be as
follows:
Temporary Sift Basins shall be installed before clearing and
gz-ubbing b~oins,
]itt~Fenn~ces and Temporary Sih Ditch,.s shah be
and befor„ grading. P installed after
Temporary Stone Ditch Checks shall be installed ~ soon as
ditchline is established_
Pepe Outlet and Inlet Protection will be done as soon as the pipe
is installed.
Seeding and other pe•'manent erosion control measures are to by
implemented as soon as practical.

WATAUGA COUNTY SR 1127
SHAWNEE ROAD
STATION NEW PIPE SIZE EXISTING WET PIPE WET PIPE
2+45 50' x 18" NO
6+40 50' x 18" NO
9+60 50' x 36" 60' x 36" YES
12+20 50' x 18" NO
15+50 50' x 18" NO
*17+50 60' x 60" 50' x 48" YES
18+25 40' x 36" 30' x 24" YES
18+40 50' x 18" NO
22+35 60" x 18" NO
24+20 50' x 24" 30' x 18" YES
27+25 50' x 24" NO
29+30 50' x 18" YES
31+10 50' x 18" NO
34+10 50' x 18" NO
*38+10 60' x 48" 50' x 30" YES
40+40 50' x 24" 40' x 18" YES
42+00 50' x 24" NO
*47+85 50' x 48" 30' x 36" YES
50+35 50' x 24" 30' x 18" YES
56+00 50' x 24" 30' x 18" YES
63+60 50' x 24" 30' x 18" YES
68+85 50' x 18" NO
78+00 50' x 18" NO
81+20 50' x 18" NO
94+30 50' x 18" NO
102+30 50' x 18" NO
109+50 50' x 18" NO
111+00 50' x 18' 30' x 18" YES
116+50 50' x 18" NO
121+65 50' x 18" NO
125+60 50' x 18" NO
131+00 50' x 18" NO
CREEK SIZE
2'
4'
2'
2'
2'
3'
2'
3'
2'
Seep
2'
1'
DOES NOT INCLUDE DRIVEWAY PIPE
*REQUIRES HEADWALL

ALL GRADES LESS THAN 5% USE DITCH LINER
ALL GRADES GREATER THAN 5% USE RIP RAP
ALL PIPE IS COATED UNLESS OTHERWISE NOTED
ALL TEMPORARY SILT BASINS TYPE B M~~JJST BE PLACED
SO THAT CAPACITY IS I8aa CUBIC FT. PER ACRE OF
IMPACTED AREA t NOT TO SCALE IN DRAWING)
®9'x3'x2'
PLAT QF Sf~ 1127 SHAWNEE Ri0A0
SHAWNEEHAW TWSP - WATAUGA G~lNTY
GRADE. OV4AM-. eASE. AND PAVE - 27 PILES
SCALE r - 50'
SHEET I OF 28
• - BILLY CORNETT
BOR-504/197
SR 1336
rri Trn r+Tn~ir
~-------~MAINTAIt~EO LlM1TS-------
FILTER ST01~
JOHN FLYNN
BOR-179/718
~fILTER STONE
DEVEREAUX COOPER
BOR-171 /252

SHEET 2 OF 28 '
y rkttR star ~
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/ ~~FILTER STOKE ~~~
OEVEREAUX COOPER
DB-171/252
R
FILTER STONE
PANSY RIMMER
DB-205/908

BILLY CORNETT
BOR-504/197
r
TERRY CHAPPELL
DB-243/056
i
~~
SHEET 3
FRANK CHAPPELL
DB-052/875
Of' 28
/ ~ FILTER STONE ~ ~''
FRANK CHAPPELL
DB-052/875
BEATRICE CHAPPELL
BOR-194/693

FRANK CHAPPELL
OB-052/875
FRANK CHAPPELL
OB-052/875
~ ~ ~ '~
i i II
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SHEET ~ OF 28
f
FRANK CHAPPELL
OB-052/875

EDWARD CHAPMAN
BOR-520/875
FILTER STOr~E l~
FRANK CHAPPELL
DB-052/875
i
I
FILTER STOPS
SHEET 5 OF 28
1~
FILTER STONE
EOWARO CHAPMAN
BOR-520/875

EDWARD CHAPMAN
BOR-520/875
R_ ' ~ ~-'~~ ~ '..I ~ ~ ~~ I i;~l
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SHEET 6 OF 28
FRANK CHAPPELL
DB-052/049
n ~ ~' n
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.ANWMIAL NMI A MIM + MIn~rv1 M®Y a lx u ~ 41 nAMl. ~ n r
pAS"'~IAIrv4gtiIAAWRAAI' Mlu.. '^F MYtlIAAMYgIMXIl91A1XIMXeIw~~..- .. I"'"IMWM '~'nXAp4NNAWNYAX^' ~ ~ IApAMIApLgI nltlptlWNel1 NIYIM AAIAIMMM§AIIAiWMI~NNnII IY MM i'NMAIA104WXMNMIWIIWAfIP.M1MNNMAPiIW YI~IA W09WAIM tlNOF A`I ~Ytl! A4uW'n NMA ~.
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I Ilwtm ~•~. .r' AYIMWk. ~MMAMDIMIMMAt p~ XrsW
m f ILiER $ip~ ~
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EDWARD CHAPMAN
BDR-520/875
1
flLTER ST~
1
ALAN GREENBURG
DB-233/849
I

SHEET 7 OF 28 '
y
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m.
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FRANK CHAPPELL
OB-052/049
FRANK CHAPPELL
DB-052/049
FILTER STOnE

IL TER STONE
FRANK CHAPPELL
DB-052/049
_ ~FIITER STONE
RICHARD DOBBINS
DB-153/312
I
SHEET 8 Of 28
EMERALD OPPORTUNITIES INC
BOR 435/868
~~

1FILTER STONE
A
EMERALD OPPORTUNITIES INC /
BOR 435/868
N

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RICHARD DOBBINS
OB-153/312
FILTER STONE
~ A
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SHEET 9 OF 28
RICHARD DOBBINS
DB-153/3]2
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FILTER STONE

SHEET l0 OF 28
~ ~
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an~a:wmu~xaaamuatiu:ma:uwn:wunewawam:anxao~mm~mro~!m ..xMaw~zwaw.a:vunnflanwh~auwrurnnnuaenm~aairsmmuw~rsuu::wartymexaa>„uwuwaur~:u~swnea:awnauaannum-uureu~awaom:u~w~.,-ad .•- y
FILTER STpNE
RICHARD OOBBINS
DB-153/312

RICHARD DOBBINS
DB-153/312
SHEET /I OF 28
- ' ._ _ - - '~ ~ FILTER STOI~Ej ~

~/fiLTER STONE
RICHARD DOBBINS
OB-153/312
FILTER ST01~
SHEET l2 OF 28

SHEET l3 OF 28
OONALD CHAPPELL
DB-430/882
a ~ ~ ( ~
~ 1 y
Y:.- 'MM9NNOI4igY' O'AR.i1'AN~~~~Wf54FM1AYfalW~TN1:NC~MY.iMAd'tlWklM51W6'M.Ci051lticfNb!IAb'KWM1YILA-MMN+bMM+~'OWrYMM~lall6lu ~MMa['NM®'YARN:^•tvWR4WWVW/.i.YUOYNRP:I!M4X'a~9]YM~M4:Nk.14 MOiY'ii~N;'w+MP~~~S' wWN+~i.CA1rdM ~:v W!AAhW..tlk~ N.~•,~~v:
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RICHARD DOBBINS
DB-153/312

DONALD CHAPPELL
DB-430/882
I
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SHEET l4 Of 28
GEORGE MEYER JR.
BOR-268/404

F~~TER ST01VE ~
RICHARD DOBBINS
DB-153/312
FlI~TER STAVE ~~-

SHEET l5 OF 28
GEORGE MEYER JR.
BOR-268/404
V V
RICHARD OOBBINS
DB-153/312

SHEET l6 OF 28
GEORGE MEYER JR.
BOR-268/404
f ., , L
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`F ILTEfi 5TH
RICHARD DOBBINS
DB-153/312

SHEEr n OF 28
GEORGE MEYER JR.
BOR-268/404
v
F 1L TER STOPS ~
FILTER STONE
RICHARD DOBBINS
DB-153/312

GEORGE MEYER JR.
BOR-268/404
MICHAEL H00T5
BOR-574/849
FILTER STONE , `
MICHAEL HOOTS
BOR-017/026
SHEET ,~-8
i
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RICHARD DOBBINS
DB-153/312

V
SHEET 20 Of 28
STATE OF NORTH CAROLINA
BOR-768/592
_,fILTER STONE
RICHARD DOBBINS
DB-153/312

SHEET ~9 Of 28
STATE OF NORTH CAROLINA
BOR-768/592

FILTER STORE
FILTER STONE ~
RICHARD DOBBINS
DB-153/312

STATE OF NORTH CAROLINA
BOR-768/592

FILTER STOI~E~ ~
RICHARD DOBBINS
DB-153/312
i
R
I

SHEET 2l Of 28
DIANE PATES
BOR-555/082

FILTER STAKE
DIANE PATES
BOR-555/082

SHEET 22 OF 28
DIANE PATES
BOR-555/082
•i (~ ~ ~
DIANE PATES
BDR-555/082

SHEET 23 OF 28
DIANE PATES
BDR-555/082

a A~/FILTER STd~E i n
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FILTER STONE ~~
DIANE PATES
BOR-555/082

DIANE YATES
BOR-555/082
SHEET 24

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DIANE YATES
BOR-555/082

STATE OF NORTH CAROLINA
BOR-768/592

DIANE YATES
BOR-555/082
REATHA BARNES
~ BDR-181/835
FILTER STd~E
SHEET 25
W
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f ~ ~~
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SHEET 26 Of 28
NORMAN WATSON
DB-O7O/229
` ~ ~ ~
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/FILTER STONE
DANE YATES
BOR-555/082
FILTER STOKE

WILLIAM LAFFERTY
BOR-393/1!9

NORMAN WATSON
DB-070/229
~ ~
WILLIAM LAFFERTY
BOR-393/119
i
I
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GEORGE WATSON
BOR-647/097

WILLIAM LAFFERTY
BOR-191/749
SHE T ZT OF 28
~ NORMAN WATSON
DB-070/229
~ILTER STONE1

M

SHEET 28
NORMAN WATSON
oB-eye/z29
r.. rrn n*n..r
WILLIAM LAFFERTY
BOR-19]/749

1 1L 1 LI \ J 1 UIVL
~~
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JOHN LAFFERTY
BOR-419/496
OF 28 "

PLAT Of Sly I/27 SHAWNEE AiDAO
SHAWNEEHAW TWSP - WATAUGA COilNT)'
GRADE. QRaN, BASE. AND PAVE - 27 v~LES
SCALE r s 50'
X-SECTIgNS STA.6f/5 & 9+~3
SHEET / OF 28
BUFFER ZONE-2+90 TO 6135
8+40 TO l1+40
---OJ +05
OA ------- 9.0 OA
/5A
OA OA
OA l5A
-8J
23.0
STA.6f/5 READ BEO
-/63 -163
28A 35A
BUFFER ZONE-l1+27 TO /2+00
+07 +05
_ _ OA _ - 9'0 I5A
OD I5A
STREAM BED
_i
l8A
STA9f~3 -4 -49
20A 25A
\•. n{.. ..\L1~A 4171 r1"f t~I1~~n'9 J~_
,.....u.uuyca.ui~ ~ ~c.r ~.iw~~~ ~~r.uyn V~NL/U•F U I.JSf:L 1 F'M
I

ROAD NAME: SR 1127 ( SHAWNEE ROAD ) DATE: 10-27-03
COUNTY: WATAUGA
PROJECT (WBS) : 110.095066 CONS
VARIES 9' ~ 9' vARIES vARIES
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER OlTCH
C1
I8' EXISTING TYPICAL SECTION
C1 EXISTING GRAVEL ROADBED
w
D:Udy2~EXISTING TYPICALS.dgn 10/27/03 08:34:48 AM

ROAD NAME: SR1127 (SHAWNEE ROAD) DATE: 10/27/03
COUNTY: WATAUGA
PROJECT(WBS): 110.095028 R W
110.095066 (CONST)
~ NOTEs PAVEMENT MARKINGS FOR TMO 9' LANES
50' RIGHT OF WAY
I
SHOUl.OER TRAVEL LANE TRAVEL LANE SHOULDER DITCH
1' PVO 1' PVO
SHLOR .02 C c~ .02 ~' SHLOR
.08 .08
Zs~ 3r1 >g'-~
T T
ORS TO TrMS LIK
32' TYPICAL SECTION
C1 ASPHALT SURFACE TREATMENT
D1 4.0" I19.OB PLANT MIX
E1 5" AGGREGATE BASE COURSE
T SHOULDER MATERIAL
a