20041904 Ver 1_Application_20040229

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. 0. Box 25201, Raleigh, NC 27611-5202 LYNDO TIPPETT
GOC'ERNOR PHONE: [phone] SECRBTARI'
November 18, 2004
Mr. John Thomas
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
c~~Q~I~ p
~iUv ~ 9 2004
DENR - UVATER QUALITY
I+Vl:TLANDS AND STORMWATER BRANCH
Subject: Nationwide Permit #14 & #33
SR 1238 (Ward Branch Road)
Watauga County, North Cazolina
Project Number: 110.095058 (DWQ Permit Fee: $475)
Dear Mr. Thomas:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1238,
Ward Branch Road in Watauga County. Total project length is approximately 0.90 miles. The
roadway width will increase from 16' to 20' and be paved. Impervious surface area will increase
by 0.44 acres. This project will require the replacement often (10) wet pipes as shown below:

Station Number Existing Structure
Size Proposed Pipe
Size Riprap Impacts
feet Total Impacts at
this Station ft.
7+00* 40'x71"x47" 70'x73"x55" 5 35
12+70** 30'x48" 60'x48" 5 35
18+15** 40'x48" 70'x48" 5 35
22+00** 40'x18" 50'x24" ]0 20
26+30 50'x48" 80'x48" 5 35
29+g5 60'x24" 80'x36" 10 30
31 +75 70'x24" 80'x36" ] 0 20
34+90 50'x24" 50'x24" 10 ] 0
35+75 40'x24" 50'x24" 10 20
44+35** 50'x36" 80'x36" 10 40
Total Stream Im acts = 280 feet
* Bedrock present at outlet of pipe at station 7+00.
**The wet pipes at stations 12+70, 18+15, 22+00, and 44+35 will remain perched when replaced
due to slope.
P. O. Box 250, N. WILKESBORO, NC 28659
PHONE [phone] Fnx [phone] ~'"' '- `' "' `' ' ~-

t
Mr. John Thomas
SR 1238, Ward Branch Road
Page 2
November 18, 2004
The replacement of the existing wet pipes at stations 7+00, 12+70, 18+15, and 26+30 will require
temporary dewatering. An impervious sandbag dike will be constructed approximately 20 feet
upstream of the existing structures to create a small pool. At station 7+00, clean water will
temporarily be pumped around the construction area and will be discharged into a buffer area
downstream. At stations 12+70, 18+15, and 26+30, clean water will temporarily be diverted
from the pool through a jump pipe discharging into the new pernlanent structure. Any dirty water
located inside the construction areas will be pumped into a silt bag. Once the new structures are
in place, the impervious dikes will be removed and preconstruction streambed elevations will be
restored. The dewatered area at station 7+00 will tota10.008 acres. The dewatered area at station
12+70 will total 0.001 acre. The dewatered area at station 18+15 will total 0.001 acre. The
dewatered area at station 26+30 will total 0.001 acre. Total dewatered area for all crossings
listed above is 0.011 acre:
Construction of this project will require impacts to waters of the United States in the Watauga
River Basin. Wet pipes located at stations 7+00, 12+70, 18+15, and 26+30 carry the same
unnamed tributary (UT # 1) to the Watauga River. Wet pipes at stations 29+85 and 31 +75 also
carry the same unnamed tributary (UT #3) to the Watauga River. The remaining wet pipes carry
different unnamed tributaries to the Watauga River. The stream depicted on the topographical
map at station 3+70 does not appear to exist in the field. Upslope development may have
eliminated this stream channel. This project was reviewed for the presence of threatened and
endangered species on October 21, 2004. This project will have no effect on any federally listed
endangered plant or animal species. Historic compliance work will be scheduled and concurrence
with the State Historic Preservation Office will be obtained if required.
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 Pernut 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 zones of unnamed tributaries to
the Watauga River from stations 1+75 - 13+50 (Rt.), 18+15 - 22+00 (Lt.), 24+35 (Lt.) - 34+00
(Rt.), and 41+75 (Rt.) - 48+00 (Lt.).
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.

t
Mr. John Thomas
SR 1238, Ward Branch Road
Page 3
November 18, 2004
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
~~ `
Staci 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

i
t
Office Use Only:
USAGE Action ID No.
DwQ~419~4
Form Version April 2001
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: 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: ^
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: [phone] Fax Number: (3361667-4549
E-mail Address: sshinin~(ct~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 Hininu Division Environmental Specialist
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: sshinin~(a~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
landmazks 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
USAGE 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 1238 Ward Branch Road
2. T.LP. Project Number (NCDOT Only): 110.095058
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Watauga Nearest Town: Ward Hollow
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)
2+
+1
W
22+00 DD: 36.2568°N 81.8295°W 26+30 DD: 36.2587°N 81.8291°W
44+35 DD: 36.2613°N 81.8272°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.)
6. Describe the existing land use or condition of the site at the time of this application:
ForestJResidential
7. Property size (acres):_ Approximately 6.55 acres
8. Nearest body of water (stream/river/sound/ocean/lake): _ UT's Watauga River
(Class: B• Tr HOWL
9. River Basin: Watauga
Page 4 of 12

4
(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/.)
10. Describe the purpose of the proposed work:_ Grade, drain base and pave SR 1238
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
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
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. Wetland Impacts
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet
N/A
* List each impact separately and identify temporary impacts. 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.
** 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 at 1-800-358-9616. or
online at http://~~~~~~ lenrigov.
*** 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:
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact*
Station No. 7+00 Pipe replacement
Station No. 12+70 Pipe replacement
Station No. 18+15 Pipe replacement
Station No. 22+00 Pipe replacement
Station No. 26+30 Pipe replacement
Station No. 29+85 Pipe replacement
Station No. 31+75 Pipe replacement
Station No. 34+90 Pipe replacement
Station No: 35+75 Pipe replacement
Station No. 44+35 I Pipe replacement
Length of
Impact
(linear feet)
Stream Name** Average
Width of
Stream Before
Im act

30 feet UT #1 to Watauga River 3 feet
30 feet I UT #1 to Watauga River ~ 3 feet
30 feet I UT #1 to Watauga River I 3 feet
]0 feet I UT #2 to Watauga River ~ 2 feet
30 feet I UT #1 to Watauga River ~ 3 feet
20 feet I UT #3 to Watauga River I 2 feet
10 feet I UT #3 to Watauga River ~ 2 feet
0 feet I UT #4 to Watauga River ~ 2 feet
10 feet I UT #5 to Watauga River ~ 2 feet
30 feet I UT #6 to Watauga River ~ 3 feet
Perennial or
Intermittent?
(please specify)
Perennial
Perennial
Perennial
Intermittent
Perennial
Intermittent
Intermittent
Intermittent
Intermittent
Perennial
Page 6 of 12

Miscellaneous
See attached
cover letter rip-rap
placement for g0 feet UT's to Watauga River 2-3 feet Perennial/
Intermittent
stabilization
* L' h
ist eac impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and assa:iated rip-rap,
dams (separately 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 strums 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 slows. USGS maps are available through the USGS at I-800-358-9616, or online at
~;~~~~.us~s.aov. Several Internet sites also allow direct download and printing of USGS maps (e.g., w~c~~.k~poumc ann,
~c~~~~.iuapyuestcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 280 ln. ft. of new permanent impacts
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
T e of Im act*
yp p Area of
Im act
p
acres
Name of Waterbody
tf a Itcable
( pp ~ Type of Waterbody

(lake, pond, estuary, sound,
ba ,ocean, etc.)
7+00 Temporary Dewatering 0.008 UT #1 Watauga River Stream
12+70 Temporary Dewatering 0.001 UT #1 Watauga River Stream
18+15 Temporary Dewatering 0.001 UT #1 Watauga River Stream
26+30 Temporary Dewatering 0.001 UT #1 Watauga River Stream

--•~- ~•-~•• •.•.r..... o.-~.a. a.~,~y a~w ~uc~~u iy ~c~upVl"Ary ~mpac~s. unpacts mctuoe, bUI ate 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., danl/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 azea:
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
Page 7 of 12

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 roadway. All appropriate BMPs will be used during construction.
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 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 similaz
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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of nutigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina 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 4011Wetlands Unit if payment into the
Page 8 of 12

s
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hun://1~2o.cnr.s~atc nc usJ~~rp/indc~ Mm. 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
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 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
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 aze 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
(Meuse), 15A NCAC 2B .0259 (Taz-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 ripazian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Im act
Zone• s uare feet Multiplier Required
Miti ation
Page 9 of 12

3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone L
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 l SA 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.
Impervious surface area will increase by 044 acres All appropriate best ement practices
for sedtment 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.
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
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
Page 10 of 12

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).

I/ /g d
ApplicantlAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applican t is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
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 Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
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 Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
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 Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service /National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Fiel d OfFce Habitat Conservation Division
Post Office Box 33726 160 Zillicoa S treet Pivers Island
Page 11 of 12

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SR 1238 WARDS BRANCH ROAD
WATAUGA COUNTY

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Name: SHERWOOD Location: 036.2594405° N 081.8288139° W
Date: 10/21 /2004
Scale: 1 inch equals 1143 feet
Copyright

i.
4.
6.
1)
2)
3)
4)
5)
6)
Outlet view at station 7+00 on SR 1328, Watauga.
Upstream view at station 7+00.
Outlet view at station 18+15.
Upstream view at station 18+15.
Inlet view at station 26+30.
Downstream view at station 26+30.

r
WATAUGA COUNTY
SR 1238 WARD BRANCH ROAD
REVISED:
STATION
1+05
3+70
*7+00
10+OS
*12+70
*18+15
22+00
*26+30
29+85
30+70
31 +75
34+90
35+75
37+55
40+65
43+40
44+35
47+15
10/25/04
NEW PIPE
40' x 18"
50' x 18"
70' x 73" x 55"
50' x 24"
60' x 48"
70' x 48"
50' x 24"
80' x 48"
80' x 36"
50' x 18"
80' x 36"
50' x 24"
50' x 24"
50' x 18"
60' x 18"
50' x 18"
80' x 36"
60' x 18"
EXISTING PIPE
40'x18"
30' x 18"
71"x47"x40'
40' x 18"
30' x 48"
40' x 48"
40' x 18"
50' x 48"
60' x 24"
ADDITION
70' x 24"
50' x 24"
40' x 24"
40' x 18"
40' x 18"
ADDITION
50' x 36"
40' x 18"
WET PIPE
NO
NO
YES
NO
YES
YES
YES
YES
YES
NO
YES
YES
YES
NO
NO
NO
YES
NO
CREEK SIZE
4'
4'
4'
1'
3'
2'
2'
1'
1.5'
2'
DOES NOT INCLUDE DRIVEWAY PIPE
*REQUIRES HEADWALL

PIPE INSTALLATION
1. Install erosion control devices. In streams, where necessary, rock silt
screens will be used and installed prior to pipe replacement or any
work being done to channel.
2. Remove material 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 taking care to limit, as much as
possible, material and sediment from entering a stream and/or
escaping from project. Where possible, new grade will be below
existing stream bed. If needed, bedding material will be clean stone.
4. Place the new pipe and compact backfill.
5. Install slope protection on outlet and inlet ends of pipe. Also
complete installation 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.

GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of nine feet by three
feet by two feet unless otherwise noted on the plans.
Where slope protection treatment is required, Section 876 and Section 1042 of
the 2002 Standard Specifications for Roads and Structures will be followed.
Any material obtained from the project must be clean before being placed.
Generally, the order of installation of the erosion control measures will be as
follows:
Temporary Silt Basins shall be installed before clearing and
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed after
clearing and before grading.
Temporary Stone Ditch Checks shall be installed as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as the pipe
is installed.
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.

ai2sio+ SURVEY DATE-2-16-04
SURVEY ENDED-2-23-04
1
1
1
oi/4I-•
11' x 3' x 2'
ALL PIPE IS COATED UNLESS OTHERWISE NOTED
ALL GRADES GREATER THAN 5% USE RIP RAP DITCH
~ ALL GRADES LESS THAN 5% USE DITCH LINER
~ ALL TEMPORARY TYPE B SILT BASINS MUST BE PLACED
~ SO THAT CAPACITY WILL NOT BE LESS THAN 1600 CUBIC FT.
~ PER ACRE OISTURBED.cDRAWiNG NOT TO SCALE)
~ USE RIP RAP TYPE B AS INLET ANO OUTLET PROTECTION
~ IMMEDIATELY AFTER INSTALLATION OF ALL PIPE.
\ ~ f05
~ ~
j ~
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
a~
~ ~
j ~
1
1
1
1
1
1
~~
1
1
1
1
1
1
~1C.09~.~028 rRiw~
PfigJECT: rCONSTI
RiOADe SR /238 WARD BRANCH RQ
CQUNTY: WATAUGA-LAUREL CREEK TOwNSH/P
T1'PEr GRAQE, ORaH, BASE. AND PAVE r 09/ un
SCALE: r ~ 50' SHEET i OF b DATEr 2-20-04
FILTER STONE
FILTER STONE
_ EXISTNM6 R/W
FILTER STONE

FILTER STONE ~~

SHEET 2 Of b
FILTER STONE ~~
r\ cis rcc crnur ~~' FILTER STONE
,~~ ~ I ILI LII JI VIAL
n t/s REPLACE 60' x l5• ~ ~
y PLAIN ~ 1
~
~I
ExsrlMc Riw r
- __,
`® t ® < ~

Z ~ ~ FILTER STONE t20 REPLACE 20' x l5'
~ / ~ PLAIN
~/~
-~ FILTER STONE
~~.
,~ ,~
,~
~~
FILTER STONE ~
~ FILTER STONE

lo~2s~a
_ _ ____
.~
FILTER STONE ~ ~
r r~~ ' ~ `.
SHEET 3
r~'~~. ~1/T~A CfnAIF
OF b
A A -~/L/L1T JIUIYL ~~;~, ~ - - - ---
~~
y FILTER STONE FILTER STONE n
y
EX/S
® <® <® s~ ~~ <® <c

~~

,w X.
~ lw FILTER STONE Z

\\
..
• \`
\\
.~
~: .
` ~~~.
.~~~
~~
~~
`.

SHEET 4
OF ~0
~.
,•
~~
~.;~
~~~
/%~/
'' ,,.FILTER STONE
FILTER STONE -'~~ ~ ~
+85 REPLACE 30' x l5' ~ n
~ +20 .400 40' x /5' PLAIN ~
PLAN
EX/ST/NG R/W
l `` 7 ~, ~~
X dYG /W ~ ~
Z ~ ~ FILTER STONE ~
~,
/ /
i
~~/
/ ~
. ~
i'~~
.~
.~.

~; ~-
'~
^~:
~`
~ ~~
~~~ -~ ~-~
'~-~
~~~~~~_
'~--
.```~~ FILTER STONE r ~-: ~ ~
1~ ~„r~~ ~r,,. ..
sHEEr s of ro

FILTER STONE
`\~
~~•
.,.
~ `~.
~~

~~"`~ FILTER STONE
..
~~
..
~~
FILTER STONE ~~
sHEEr s of ro
= FILTER STONE
FILT E
1~ ~~•--F/LTER STONE FILTER STONE F/L
`SN _ _ _ _ __--__-__-_--_-_-:_~
.,`
\\
~\
~~ ~
~~
._._
`~`
~~•
.; \

4-6-04
9-2-04
FILTER STONE i
FILTER STONE -? ,1 ~
r ~__! ~'~
ii
,~l
ii
.,
i
.,
~ ~ FILTER STONE
.. ~
FILTER STONE
FILTER STONE ~~
11
~~
~,
II
it
+- FILTER STONE
~ FILTER STONE
SHEET 7 OF q

SHEET 8 OF b
~rs
~~
~t

~~
T

~I
c~ircn rrn•i
FILTER STONE J V `
y ~ FILTER STONE ~ ~~
'I'
EX/ST/MG R/W
~ ~

~;.,, t®
® t ~ ~ r ~r O~C'N t® ® 't® t®
~~,
~.
•~~
i~
~ ~ ~i

w w
FILTER STONE ~ ' I ~ ~ ~ ~
~ ~ FILTER STONE
u~ ~
~f~ ~ ~
~ i~
~~ ~i
7
~ FILTER STONE

~ F/LTER STONE
AR~US GLENN
BOR-507/161

SHEET 9 OF IO

F/LTER STONE EXIST~IY~ R/W
~ t® ~~ ~~ t® t®
"~ F/LTER STONE
FILTER STONE
ARLUS GLENN
BOR-507/161
F/LTER STONE ~~
FILTER STONE
LLL;;;
t® •t~ ~®
~~ FILTER STONE
FILTER STONE
F/LTER STONE ~~
i~
~~
i~~
//
~,
/~~

SHEET /0 OF b
/y
,,
,,
~~
,,
~~ ~/~ FILTER STONE
A ~//~ ~ F/LTER STONE FILTER STONE ~~~ FILTER STONE -~~
" - +68
4-8f0i0 E~O.P
r.
r,
-~'xi i nv
FILTER STONE FILTER STONE
' t80 ADD 3d x /5' PLAN
'~~ ~ ~ ~ f55 ADD ,30' x I5' PLAIN
//
~~ ~ FILTER STONE
i,"
//
///
,/~
./

PRQIECTt ~~.095fa28 ~R/W!
~~~~ -~-~ CENTER UNE
/i~Di1Qt SR 1238 wARO Bl4AAICH RQ ~--~~ PROPpSED Rnv
covwTrt wAr',wr~ NEW EDGE PAVEMENT
TYPEt wET P/PE SURYEr STA, T f00 - - - - Ex~mNC EDGE RoaowAr
SCALE't f ~ ~' SHEET 2 •~ IZ DATEt 2-ZCI -O'~ u NEIM PIPE
STREAM NAME: UNNAMED TR/BUTARY TO WATAI/6A RNER ~ ~ EXISTING PIPE
RATING: B-TR.-HOW
4'AVERAGE STREAM
STA7+00
l

~4
------ ------------------------
--------- 4
---------------------- --
l
EXISTING PIPE SIZE: 47' x 7r x ~
NEW PIPE SIZE: 7d x 73' x 55' PIPE TO BE LAID ON A 150° SKEW WITH 6% FALL
~ g q 6.

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SU/~/EY DATEt 2-D-0~/
COII-pICTED B1't QHBP./U,LH
ARAI~N BYt JbSH Y/MTQN
._.1SR1 38\1NFTPIPFf~FTAl1 rinn mi~amd no•n~•~n ,..

PROJECTt - ~ -_ fCONSTI
AOADr SR 1238 WARD BRANCH ROAD
COUNTYr WATAUGA
TrPEr PIPE REPLACEUENT W/ HEADWALL
NOT TO SCALE SHEET I OF 4 DATE:2-23-0
~ ~
SAND BAGS
~ ~ ^
• ^
~ j ~~ ^
• ^
f ~ ~~ ~ ~
^ :`
• ; , ~•/
^
~ ~~ ~'
• ^ ~.
• ~. •~.
~ •~
`'W ~ ~'~.
(.~:• ST
• •`
'l.~ •
PROPOSED ROADWAY

EXISTING- 47' x 71' x 40'
PROPOSED- 70' x 73" x 55" WITH HEADWALL
DEWATERING AREA APPROX.
50 FT. IN LENGTH
\~O
WATER CLASSIFICATION. B-TR.-HOW
UNNAMED TRIBURARY TO WATAUGA RIVER
`'try
~^~~
A~F ~ ~

EXISTING ROADWAY
n 07/16/04 09:13:15 AM
18.00'
• •~
• ~
• ~`~ ;
• `
^ : i2 1
~ • ~.
~ ~
r ~ `•
• •
„ ,
~. ~

INLET VIEW OF EXISTING STRUCTURE
STATION 7+00
SR 1238 SR 1238 ->
OVER PIPE
UNNAMED TRIBUTARY TO WATAUGA RIVER
WATER CLASSIFICATION. - B-TR.-HOW
AVERAGE STREAM WIDTH 4.PJ FT.
INLET VIEW OF RECOMMENDED STRUCTURE
70' x 73' x 55'
SR 1238
SR 1238 -i
~'8~9~8 ~ 201st ~~.~oL~
IID~~?f71' ®IF ?111~t'9R~.~~l~fl1f~®hY
M 17 aRd~AL'8' 2
OP.l~.9>t1~! ~QJ20i'II'~
~~ ~~' S'a~9.7+Id sDIM ~ 123d
dJ20II01i9l6~ YIl~~>iJ~~9Il8Il' ~ }~i9T~91U~ t~d6~d~
(~~ ~~~~~
NOT TO SCALE
\SR123S\PIPE PKC~I-ILtVItW.dg~ U!/16/U4 09:ZZ:U4 AM
•
..~ i i~LHm uLV - -- --
Pli ~ ~niu i u~~vn
STREAM BED

IIIC1~~.~Q28 fR/IYl
PIi~QJECTr
fG1QMST1 _l~_ CENTER UNE
~~ SR f23B wARO BRANCH RD. PROPOSED Rnv
CO(/NTYt WAT AUGA NEW EDGE P,~EAIENT
TYPEr WET PIPE SURVEY STA. l2•TO - - - - ExisT~NC EDGE ROAAMAY
SCALEr r ! p' SHEET ~ OF 12 OUITEr 2-10-0 ~-~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER ~ ~ EXISTING PIPE
RATING B-TR.-HOW
9'STREAM
STA.12+70
t
o~
------~----------------------~~- - 4

EXISTING PIPE SIZE: 30' x 48'
NEW PIPE SIZE: 60' x 48' PIPE TO BE LAID ON A 120° SKEW WITH
i ~ 6% FALL
6' 9' 9' ~

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN, SURREY DATEr 2-17-41
CQNDUCTED ~: QH,BP,a1H
QRAMN BYi JbSM Y/NTOw
...~R ~covwv~ i rirw~ irri~.ayn Sri io~~4 ua:uo:~a HM

~ PROUECT:
fCONSTJ
ROAQr SR 1238 WARD BRANCH ROAD
G~/NTri WATAUGA
TrPEr PIPE REPLACEMENT W/ HEADWALL
INOT TO SCALE SHEET 2 OF 4 DATE: 2-23-0~
WATER CLASSIFICATION. B-TR.-HQW
UNNAMED TRIBURARY TO WATAUGA RIVER
EXISTING- 30' x 48"
PROPOSED- 60' x 48' WITH HEADWALL
OUTLET END OF PIPE WILL BE PERCHED
..
.•~"•
.'S`PRING
r,.,.:
~ ~ f,
.~
..
. ..
,~
~~Q
• ~~.~
•
1
• .•
• ~ i
•
i •
i i''
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• i ~ ~
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• / ~
1
~ ~ . ^
~ • / ^
/ ' ^
• , ~ ~
~ / ! ~ ^
~ /
•
E-PLAN VIEW.dgn 07/16/04 09:14:04 AM
~~
•
•
SAND BAGS
i~
i ~+ ~
~ t •
~ ! ~~
~~! ~ `W
i ~
. `W
i •
~~ •
• ~.
•~
i
~c ~~
~t • ~
••
••
•~
DEWATERING AREA APPROX.
30 FT. IN LENGTH
PROPOSED ROADWAY
EXISTING ROADWAY

INLET VIEW OF EXISTING STRUCTURE
STATION 12+70
SR 1238 SR 1238 ->
L OVER PIPE
UNNAMED TRIBUTARY TO WATAUGA RIVER
WATER CLASSIFICATION. - B-TR.-HOW
AVERAGE STREAM WIDTH 4.0 FT.
INLET VIEW OF RECOMMENDED STRUCTURE
60' x 48'
~ SR 1238
SR 1238 -~
~"1~99B ~eiF 1 ~
~D~~711b~18R~7f ®IF ~RT~~~71~®1~
~dS+1~~1 U ~AQ~818d~'8' 2
DB'~9!AiG1a~! ~SllNII'~'
~~ .Ifl2' X9.12+7I ~iM ~ 1235
Bll~i916Q~ T~1<T1.~9dt31' ~ D$'~9Bi9S1Tm9 181U~
f ~-D~
NOT TO SCALE
...\SR1238\PIPE PROFI~EVIEW.dgn 07/16/04 09:2o:os AM
JII\LHIVI ULU -------- --~-- ~~--
PII (_ LMIV I ULLVIt
STREAM BED

/IC~095028 fR/11'1
Pf~0UEG7r
f~YST1 -1~ CENTER UNE
RDAQt $R /238 IVARD BRMICH RQ ~~ PROPOSED R/W
CaINTYt WATAUGA NEW EDGE PAVEMENT
TYPEr wET PIPE SURVEY STA,18f/5 - - - - ExiSr~NG EDGE RoAOwAr
SCALE: /' ~ Ib' SHEETS ~ /2 DATEt 2-20'-0! ;-~ NEW PIPE
STREAM NAME: UNNAMED TR/BUTAR?' TO WATAUGA RNER ~ ~ EXISTING PIPE
RATING: B-TR.-HOW
4' STREAM
STA.l8+15
1
------ --------------------------
-----
----------------

~
------
-----------------------------
----- Q
---------------------- --

EXISTING PIPE SIZE: 40' x 48'
NEW PIPE SIZE: 70' x 48' PIPE TO BE LAID ON A l25` SKEW W/TH 4% FALL
6' 9' 9' 6'

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN, SURVEY DATEr P-IT-0!
CONDUCTED BY: QNBP. AJ.LH
ORAU~N BYr J05H Y/NTpV
\C0~7441~A/GTO~nCnCTeI~ ~__ n~i.....,. ..
... .•~• • •--.... ...~.. .. .rv~..~~~.vyn vrr ivr v-r vv.w.av /1rv1

P~ ROJECTr
lR~
ICONST)

COUNTYr WATAUGA
TYPEr PIPE REPLACEMENT W/ HEADWALL
MOT TO SCALE SHEET 3 OF 4 DATEr 2-23-23-04
SAND BAGS ~ _ ,~"'
WATER CLASSIFICATION. B-TR.-HOW
UNNAMED TRIBURARY TO WATAUGA RIVER
EXISTING- 40' x 48"
PROPOSED- 70' x 48' WITH HEADWALL
UTLET END OF PIPE WILL BE PERCHEDI
DEWATERING AREA APPROX.
30 FT. IN LENGTH
PROPOSED ROADWAY
EXISTING ROADWAY
7/16/04 09:15:08
^
~... ~I
3:.

INLET VIEW OF EXISTING STRUCTURE
STATION IS+IS
SR 1238 SR 1238 -~
OVER PIPE
UNNAMED TRIBUTARY TO WATAUGA RIVER
WATER CLASSIFICATION. - 8-TR.-HOW
AVERAGE STREAM WIDTH 4.~ FT.
INLET VIEW OF RECOMMENDED STRUCTURE
70' x 48"
~- SR 1238 SR 1238 -_
~D~t~7l71' ®IF 71~e'$R~.~11~T171®I~Y
~~ u ~~ 2
~~~~ ~~
NOT TO SCALE

~a~ ~~. is+u ~r gaa n3a
a~ ~ara~sne~ a+~ os-~~a~ ~~a
t~$ ~..~
...\SR12381PIPE PROFILEVIEVV.dgn 07/16/04 09:17:18 AM
PIRG HIVI ^LU -------- ----- ----
1 11 L LMIV 1 yLL V.•

IIC.095028 fR/Wl
PAOUECTt
fL~YST1 I ~ CENTER UNE
/ROAOhr SR X238 wARO BRANC/~ RQ PROPOSED Rnv
CO(/NTYt WATAUGA NEW EDGE P~EMEN7
TYPEt wET PIPE SURVEY STa 22f0iD - - - - ExiSTiNC EDGE ROaaw,ar
SCALE: r + IO' SHEET 6 QF 12 DATES 2-20-0' r-~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER ~ ~ EXISTING PIPE
RATING: B-TR.-HOW
l' AVERAGE STREAM
STA.22+00

o,,
~
------
---------------------------
----- Q
----------------------- --

EXISTING PIPE SIZE: 40' x I8r
NEW PIPE SIZE: 50' x 24 PIPE TO BE LAID ON A 65° SKEW WITH 3% FALL
~ 9' 9' 'I' t

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN, w~~' DATEt 2-IT-~D~
G~ONDUCTEO BY:OW,BPrAI.LH

\[~L7.1 'f90\\I\TTI'l l11r11rTwu J._ QRAWN BYr JbSN Y/NTQN
.. ,.+~ . ~ wv \r r~ ~ ~ u ~.v~ ~ ni~.uyl1 vciLJ/VY I V.GJ.U I HIVI

lICA95028 fR/W!
PROJECTr
fL~VST1 ~L CENTER UNE
ROADt SR /Z38 WARO BRAN'CN RQ PROPOSED Riw
C01/NTYt WAT AUraA MEW EDGE PAVEMENT
TYPEr WET P/PE SURVEr STA 26+30 - - - - Ex~sT~NC EDGE ROADWAY
SC/~Et l~ ! 20' SHEET 7 ~ l2 OATEt 2-20-0 r-~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER te-- ~ EXISTING PIPE
RATING: B-TR.-HOW r
3'AVERAGE STREAM
STA.26+30
------ ------------------ ------------------------------
~----- --
~ o~
~ \\
------ ---------------------------- - -- Q
----------------------- --

EXISTING PIPE SIZE: 50' x 4$'
NEW PIPE SIZE: 80' x 48' PIPE TO BE LAID ON A 45°SKEW WITH ll% FALL
6' 9' 9' 6'

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATEr 2-/7-0~
CO~vOuCTEO BY: D~/,BP, a,LH
QRAI~N BYt JnSM Y/NTQN
..\SK1 L325\Wt I F'IF'tUt I AIL.C]911 U1/1:3/U4 1 U:44:5U AM

PRiQIECT~ !IC'O95O28 fR/WJ
fCONSTI
ROADr SR /238 WAI4O BRANCH ROAD
COUNTrr WATA(X,A i
TrPE: PIPE REPLACEUENT Wi HEADWALL I
NOT TO SCALE SHEET 4 OF 4 DATEr 2-23-04 I
WATER CLASSIFICATION. B-TR.-HOW
UNNAMED TRIBURARY TO WATAUGA RIVER
EXISTING- 50' x 48" I
PROPOSED- 80' x 48" WITH HEADWALL
I
I
OUTLET END OF PIPE WILL BE PERCHED I
I
I
I
•~~^••^^^^~•• I
••• ~
i • ,~O
:LAX I
i ~~P ^ I
• .. I
• ~~ ^
• ~ ~ ^
• ~ ~ ~ I
• .~ ~
• ~ / "i' ^ I
• I~/ ~~. •
• ! ~ ~• I
• !
•
• ~ r'{^
•
• ~ ~y,
i
•~
••
••
••~ •'~
• ; ~ ~.
1 ~ .~
~ I ~
• ~~ ~.
1
•
Q~v
Q~
SAND BAGS
••
i ~
~ ~~
•
~k •
^
r •
~ •
•
•

DEWATERING AREA APPROX.
30 FT. IN LENGTH
PROPOSED ROADWAY
EXISTING ROADWAY
...1SR12381PIPE-PLAN VIEW.dgn 02/23/04 01:49:00 PM

INLET VIEW OF EXISTING STRUCTURE
STATION 26+30
ROCK HEADWALL
STREAM BED ~ WATER SURFACE
UNNAMED TRIBUTARY TO WATAUGA RIVER
WATER CLASSIFICATION. - B-TR.-HOW
INLET VIEW OF RECOMMENDED STRUCTURE
80' x 48"
NOT TO SCALE
6' FILL OVER PIPE
AVERAGE STREAM WIDTH 3.~ FT.
~'71?fl1~ s~ RT®d~ ?r9d~®dffR~fl
IID~~7171' ®IF ~R~~I~Dd&fl71 ~®R~
~II(M Il ~7fd~mL'T!' 2
...\SR1238\PIPE PROFILEVIEW.dgn oZ23i04 02:20:25 PM
STREAM BED

1 fR/W)
PROUECTt
!(,~MSTJ ~L CENTER UNE
R0~401r SR X238 wNty BRANCH RQ. -~ PROPOSED Rnv
COi1NTYt WATAUGA NEW EDGE PAVEMENT
77'PE: wET PIPE SuRVEr STA. 29+85 - - - - Ex~snNG EDGE ROAOwar
SCALE: r - 20' SHEET 8 0f 12 QATE: 2-101-04 r-~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER te- ~ EXISTING PIPE
RATING: B-TR.-HOW r
2' AVERAGE STREAM
STA.29+85

c+
~ ,i
------ --------------------- ----------- Q
---------------------- --

EXISTING PIPE SIZE: 6d x 24'
NEW PIPE SIZE: 80' x 3G PIPE TO BE LAID ON A 130°SKEW WITH l8% FALL
6' 9' 9' 6'

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATEt 2-17-04
GbwDUCTED er: 01+,8P. ~v,Lh-
QRAi1~M B1'i .1051 Y/AITQN
1JKl13tf\V1/t I F'IF'tUt I AIL.dgfl U //16/U4 U9:1 U:34 AM

PROJECT: (ACr095028 (R/WI
(L~YST~ ~L CENTER LINE
ROADt SR 1238 WARO BRANCH RQ PROPOSED Riw
COUNTYt WATAUGA NEW EDGE PAVEMENT
TYPEt WET PIPE SURVEY STA, 3/f75 - - - - Ex15rINC EoGE Roaawar
SCACEt ~ ~ 20' SHEET 9 ~ l2 DATEt 2-20-~ ~-~ NEw PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER EXISTING PIPE
~ -J
RATING: B-TR.-HOW i
2' AVERAGE STREAM
STA.3/f75

~ o~
---
~
~\ 4
---
--------------------------
~ -------- -----

EXISTING PIPE SIZE: 60' x 24
NEW PIPE SIZE: 80' x 24 PIPE TO BE LAID ON A /30' SKEW WITH 9% FALL
6' 9' 9' 6,

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN, SURVEY UNITE: 2-0-0~/
COAIDUCTED BI': QH.BP.AJ,LH
QRAWM BYt JI?SH Y/NTQN,
\CR174R\\A/GTDIDCf1CTAl1 r1.... n'finoin• AA.I7.Atl w..

/~'~-~8 fR/M~1
PRO,IECTr
fL~Y$Tl ~L_ CENTER UNE
ROAOt SR /238 wARO BRANCH RQ PRDPVSED Riw
COUNTYt WATAUGA NEW EDGE P~EAIENT
TYPEt wET PIPE SURVEY STA 3~t90 - - - - Ex-srlNC EDGE Ronownr
SCACEt r ~ ~ EET q OF 12 DATEt 2-~'~ ~~ NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER rte- ~ EXISTING PIPE
RATING: B-TR.-HOW
r AVERAGE STREAM
STA. 34+90
1
o~
oQ

------ ------------------------

--------
4
----------------------- --
1
EXISTING PIPE SIZE: 50' x 24'
NEW PIPE SIZE: 50' x 24' PIPE TO BE LAID ON A 90°SKEW . WITH 3% FALL
4' 9' 9' 6•

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVEY DATEt 2-I7-O!
CONDUCTED Br':Oh-,BP.,4/1}/
ORAwN BYt JiDSM Y/NTQN
... \.7R i L80\VVC 11"IF'CUC I HIL.a9fl u[![s/u4 1 U:[Ua4 AM

(~~95Q28 fR/W)
PROJECT:
(L~ysj) ~- CENTER UNE
ROAOt SR 1238 WARD BRANCH RQ PROPOSED Rnv
COUNTYs WAT AUGA NEw EDGE Pa~EMENT
_ - _ _
EXISTING EDGE ROAANAY
TYPE: wET PIPE SURYEY STA35f75
SCACEs /' ~ IO' SHEET 11 OF l2 DATE: 2-20-0~ ,-~ NEw PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER ~ ~ EXISTING PIPE
RATING: B-TR.-HOW
l5'AVERAGE STREAM
STA 35+75
l

~
------ -------------------- ------------ 4
----------------------- --

EXISTING PIPE SIZE: 40' x 24'
NEW PIPE SIZE: 50' x 24 PIPE TO BE LAID ON A 90°SKEW WITH 3% FALL

w~fl' DATEr 2-171
NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN.
CANOtlCTEO B-':OH,BP.~u1H
QRAVN B1'i JOSH U/MTQN
...\SR1238\WETPIPEDETAIL.dgn 02/23/04 10:48:37 AM

PROJECTr l~~`-~8 fR/W!
f~~N$T1 -L-L- CENTER UNE
fi~OADr SR /238 wARO BRANCH RQ PROPpSED Riw
Ca/NTYt WATAUGA HEW EDGE PAVEMENT
Tl'PEr wET PIPE SURVEY ST,4 4/t35 - - - - ExlSTlNG EDGe RoADwar
SCACE2 r ~ 1C)' HEFT l2 QF /2 DATEr 2-2d-0~ ~-; NEW PIPE
STREAM NAME: UNNAMED TRIBUTARY TO WATAUGA RNER ~-- ~ EXISTING PIPE
RATING: B-TR.-HOW 1
2'AVERAGE STREAM
STA.44+35
/
--------------- ----------------

~----------- /
------ -------------------- Q
----------------------- --

ExISTING PIPE SIZE: 50' x 36'
NEW PIPE SIZE: 80' x 36' PIPE TO BE LAID ON A 1l5'SKEW
I I WITH 6% FALL
i
6' 9' 9' 6'

NOTE: TEMPORARY EROSION CONTROL DEVICES NOT SHOWN. SURVE)' DATE: 2-/T-Q~
CO~vDUCTEO B-': D~/,BP,acfl
ORAWM Bl't JbSH Y/NTQN
~co~ 7o o~~e~rnln~nrTe a ~__ n.,~.,.. ~.,. .
•~• .. ~-.... ...~ ~ ~ n w~ ~ ru~.~ayl I vu L.~i V~+ I V. 1.7.`+L /'11VI

NOTE- THIS CROSS-SECTION lS TYPICAL OF ALL AREAS NEEDING TROUT BUFFER VARIANCE
STATIONS THAT ENCROACH WITHIN THE TROUT BUFFER ZONE:
STATION 1+75 TO 13+00 RT,
STATION 19+80 TO 22+00 LT,
STATION 29+35 TO 32+00 LT.
STATION 4/+75 LT.TO EAP.
PROPOSED GABION WALL
EXISTING CENTERLINE ~
i
~I
i
i
/_~ ~ ~ ~~~
~ PROPOSED CENTERLINE
i
i
i
~ ~ - ~ OPOSED GRADELINE
~ IGO ~-- - -- -' _' ~ --
/
.~ ~,~4, ~ ~, ,
i
~ ~ i
i
CREEK ~ / ~~91 ~
~~
~3~3.(f 3bD '
~__/~~,gg I nm
~A ~'6 ^ TROUT BUFFER ZONE
EXISTING GROUND ELEVATION
~• ~~
'o'
i
i
I
' nm
i R/W UNITS ,
NOTE- PROPOSED CENTERLINE WILL SHIFT 9' TO THE RIGHT OF EXISITING CENTERLINE
NOTE- TEMPORARY SILT FENCE & EARTH BERM WILL BE INSTALLED &
MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT
NOTE- EXISTING ROADWAY LIES WITHIN THE 25' BUFFER ZONE.
i
...\Watauga1SR12381XSECTIONS.dgn uZ/"13/ua i ~ 33:5ti Hnn

ROAD NAME: SR 1238 (WARD BRANCH RD)
COUNTY: WATAUGA
PROJECT (WBS)
A
DATE: 2-23-04
rr~rs~~.~ v o YAKItS VAR[ES
SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER DITCH
C1
16' EXISTING TYPICAL SECTION
C1 I EXISTING GRAVEL ROADBED
..
- ...\SR1238\EXISTING TYPICALS.dgn 02/Z3/04 02:33:UZ F'M

ROAD NAME: SR 1238 (WARD BRANCH ROAD)
COUNTY: WATAUGA
~ PROJECT(WBS) : ~~
NOTE-CONSTRUCT EXTRA W[OENING IN CURVES AS OIRECTEO BY ENGINEER
NOTES PAVEMENT MARKINGS FOR TWO 9' LANES
60' RIGHT OF WAY
DATE: 2-23-04
6'
SHOULDER
I' PVD
SHLOR
wA
Z,~
9' _ I
TRAVEL LANE
.02
TRAVEL LANE
o•
.02
~ On~Oi 10 TM14 LIKi
32' TYPICAL SECTION
4'
~----+
SHOULDER
i' PVO
SHLOR
ww
4'
01 TCH
~1
~ •g~
C1 ASPHALT SURFACE MIX
D1 4" ACIC I19.OB PLANT MIX
E1 5" AGGREGATE BASE COURSE
-r SHOULDER MATERIAL
~, .~ ~ -
_ ...\SR12381DISTRICT2 TYPICALS.dgn 02/23/04 02:30:18 PM