20080309 Ver 1_Application_20080218

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STA"fE OF NORTH CAROLINA
DEPAR"1'MEN"f OF TKANSPOK7'A'fION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
February 7, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Subject: Nationwide Permit #14
SR 1301 (Noah Hayes Road)
Surry County, North Carolina
Project Number: 110.086024 (DWQ Permit Fee: $240)
Dear Mr. Matthews:
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LYNDO TIPPETT
Sb'CRETARY
080309
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1301, Noah Hayes
Road in Surry County. Total project length is approximately 0.78 miles. The improved section will be
widened from 16 feet to 20 feet with impervious surface area increasing by 0.38 acres. This project will
require some bank armoring to protect the roadway as well as the replacement of two wet pipes as shown
below:
Stream Impacts:

Station Number
Eristin Pi Size
Pro osed Pi Size Riprap Impacts
feet Total Impacts at
this Station ft.
28+19 32'x 36" 50'x 36" 10 28
31 +2 ] ~ 32'x 60" 50'x 87"x 63" See below ] 8
30+75-31+50 (Rt.) 75 75

Total Stream Im acts =121 feet
~ Bedrock is present at the outlet of this pipe. As a result, successfully burying this pipe I' into the
streambed substrate will be extremely unlikely.
The replacement of the above noted wet pipes will require temporary dewatering. An impervious sandbag
dike will be constructed upstream of the existing culverts to create a small pool. Clean water will
temporarily be pumped around the construction areas and will be discharged downstream. Any dirty water
located inside of the construction areas will be pumped into a silt bag if necessary. Total dewatered area
for both areas will be approximately 0.017 acres. Once the new pipes are in place, the impervious dikes
will be removed and preconstruction streambed elevations will be restored.
P. O. Box 250, N. WILKESBORO, NC 28659
P}~oNE (336}667-9111 Fax [phone]

Mr. Monte Matthews
SR 1301 (Noah Hayes Road)
Page 2
February 7, 2008
The wet pipes in question carry different unnamed tributaries to the Mitchell River (Class: C). This project
was reviewed for the presence of threatened and endangered species on February 5, 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 Lim~ille, 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.
8y copy of this letter, I am forwarding five (5) 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.
Vde 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,
/~~
Heath Slaughter
Division Em~ironmenta] Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
John Hennessy, Division of Water Quality (S copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
Brandon Whitaker, PE, District Engineer
Mark Williams, County Maintenance Engineer
Heath Slaughter, Division Environmental Officer
Scott Pipes, Roadside Environmental Field Operations Technician

Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 2 0 0 8 0 3 0 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: NWP #14 - _____
3. If this notification is solely a co~u-tesy 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:~336) 667-4549
E-mail Address: hslaughterna,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:~336) 903-9202 Fax Number: [phone]
E-mail Address: hslaughter(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
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 1301 Noah Hayes Road
2. Project Number (NCDOT Only): 11 C.086024
3. Property Identification Number (Tax PIN):
4. Location
County: Surry Nearest Town: Elkin
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): See attached SR map.
Site coordinates, if available (UTM or Lat/Long): 28+19 DD: 36.31486 N, 80.83575 W
31+21 DD: 36.31560 N 80.83554 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 4.7 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to the Mitchell River (Class:
8. River Basin: Yadkin
(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 1301.
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: ResidentiaUFarm
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 USAGE 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 useha information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a 1vTCDOT 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
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 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 .~t 1-800-358-9616, or
online at httn i/~~ti~~r.lenui eov.
*"* List a wetland t}pe that best describes Fvetland to be impacKed (e.g., fresh~~ater/salt"~ater marsh, tbrested «etla*~d. hc:a~er pond.
Carolina I3av, 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+19 Pipe replacement 18 feet UT #1 to the Mitchell
River 3 feet Perennial
Station No.31+21 Pipe replacement 18 feet UT #2 to the Mitchell
River 6 feet Perennial

* List each impact separately and identify temporary impacts. (mpacts include, but are not limited to: culverts and associated 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 lineaz 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 at
~~ww.us~>s.~ov. Several Internet sites also allow direct download and printing of USGS maps (e.g., ~~~~~ti.topozonc.a~ui,
~~~«v.tna})9uest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 36 ln. 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 lmpact

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.
Station No. 28+19 Riprap 0.0005 UT # I to the Mitchell River Stream
30+75 - 31+50
(Rt.) Riprap 0.004 UT #2 to the Mitchell River Stream
Station No. 28+19
& 31+21 Temporary Dewatering 0.017 UTs to the Mitchell River Streams

List each impact separately and identity temporary impacts. [mpacts 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 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 utilizins? 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
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 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 presen~ing 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/strmgide. html.
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.
Page 8 of 12

L
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 http:~/h2o.encstate.nc.us/~~rp~indes.him. 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): N/A
Amount ofNon-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
[X. Environmental Documentation (DV1'Q Only)
Does the project involve an expenditure of public funds or the use of public (federaUstate/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
(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
1 3
2 l.5
Tota I
* Lone 1 extends out 30 feet perpendicular from near bank of channel; Lone Z extends an
additional 20 feet from the edge of 'Lone 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 .0264.

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 approximately 0.38 acres. 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.
A
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
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).
z/~ 08
Applicant/Agent`s Signature Date
(Agent's signature is valid y 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 l20 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] I Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrel I
Washington
Wayne
Union
Watauga
Yancey
W i Ison
Yadkin
*Croatan National Forest Only
Page 11 of 12

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Name: ELKIN NORTH Location: 036.3160273° N 080.8340706° W
Date: 2/7/2008
Scale: 1 inch equals 1000 feet
Copyright

2.
3.
5.
4.
6.
1) Downstream view at station 28+19 on SR 1301, Noah Hayes Road, Surry.
2) Outlet view at 28+19.
3) Upstream view at 31+21.
4) Inlet view at 31+21.
5) Bedrock at outlet at station 31+21 (I'm standing on top of the pipe outlet).
6) Proposed bank armoring from 30+75 - 31+50 (Rt.).

a
~JE$®~I~N ~®NT~~~,
D~TAI~,~ .A~N~ ~~~CI]FICA~~I®N~
Std # DESGRdPTION SYMBOL
1630.03 TEMPORARY SILT FENCE ~,~--
1630.05 TEMPORARY SILT DITCH TSD
1605.0/ TEMPORARY DIVERSION TD
1622.Oi " TEMPORARY SLOPE DRAIN
~- .-
(630.01 SILT BASIN TYPE-A '
1630.02 SILT BASIN TYPE-B
1633.01 TEMPORARY RDCK SILT CHECK TYPE-A
1633.02 TEMPORARY ROCK SILT .CHEC K TYPE-B ~
1634.01 TEMPORARY ROCK SEDIMENT DAM TYPE-A-
1634.02 TEMPORARY ROCK SEDIMENT DAM TYPE -B --
1635.01 ROCK PIPE INLET SEDIMENT TRAP TYPE-A
!635.02 RDCK PIPE INLET SEDIMENT TRAP TYPE -B -
J636.01 RDCK SILT SCREEN ~
1630.04 STILLING BASIN

ROCK I11iLET SEDIMF.HT TRA P:
1632.01 TYPE - A q - oR - A
1632.02 TYPE - B B - OR - B
1632.03 TYPE - C C - OR - ~'

_. - - - - -
1L/~1U~~~®l~l ~®l~! 1L ~®~
1~ JL~lr ~~~ll.i~
Silt Basin Type B's will be constructed to the dimension of six feet by
three feet by three feet unless otherwise noted on plans.
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 offer clearing and before grading.
Temporary stone ditch checks shall be installed os
soon as dltch/ine /s established.
Pipe outlet and inlet protection will be done os
soon os the pipe is installed.
Seeding and. other permanent erosion control measures
are to be Implemented os soon as procti col.
_ ~`
_ __
oo ~
t~`
RS S~~'OF'
Always SUPER toward ditch line as o
temporary measure In this situation!
s'
Water Leve! - - - - - - - -r
Rlp Rap Uner
Typical for use at cross line pipes, culverts and where
disturbed area is near stream.
Maintain above and below stream conditions at
pre-construction widths and depths.
Native vegetation should be maintained or restored
along stream honks where practical.

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IEOIFR AEfEIIENCE N0.
11 C.086014 SHEET N0.
"S 04

MAGNETIC

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PROPOSED 25' R/W Is'x4'x3'
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SR 1301 NOAH HAYES ROAD" P/ Sto 20+79.30
BRYAN TOWNSHIP p = 6' S8' 59.3" IRT~
SORRY COUNTY D = ll' 27' 33.0"
EXISTING 18' GRAVEL L = 60.94'
PROPOSED 20' PAVED T = 30.51'
R = 500.00'
NORIZONAL SCALE I'= 5d

N0.
05
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D /7152 LT 6 PROPOSED 25' R/W
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SR 1301 NOAH HAYES ROAD"
BRYAN TOWNSHIP
SURRY COUNTY
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~ = 20' 00' 23.3" (LT) p = 42' l3' 10.2" (RT
D = l6' 22' 12.8" D = 22' 55' 05.9"
L = 122.21' L = 184.22'
T = 61.73' T = 96.52'
R = 350.00' R = 250.00'
--. --~~ N 13
3 ~7
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p = l3' 37' 58.2" ILTJ f~ p = l0' l0' 52.5" IRTJ
D = ll' 27' 33.0" D = 9' 32' 57.5"
L = 118.97' _.~ L = 106.62'
T = 59.77 T = 53.45'
R = 500.00' 1 R = 600.00'
HORIZONAL SCALE ~= 50'

IEOJER 0.E~EAlNCE N0. SNEET N0.
11C.0860Z4 ?CS 07
SR 1301 NOAH HAYES ROAD"
BRYAN TOWNSHIP
MAGNETIC SURRY COUNTY
EXISTING 18' GRAVEL
PROPOSED 20' PAVED
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12'x3:
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SR 1301 NOAH HAYES ROAD"
BRYAN TOWNSHIP
SURRY COUNTY
EXISTING 18' GRAVEL
PROPOSED 20' PAVED
PROPOSED
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Sto. 37+13
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/110JlCT EErEEENCE N0. SHEET N0.
i1C,086024 'CS 09
E.I.P40+04
Sto. PROPOSED
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Sta. 40+27
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SR 1301 NOAH HAYES ROAD" p =
BRYAN TOWNSHIP D = 8' 33' 30.0" (RT)
Jr 50' 53.7" ~
Q
SURRY COUNTY L = 463.05'
EXISTING 18' GRAVEL T = 23/.96'
PROPOSED 20' PAVED R = 3100.00'
HOJQIZONAL SCALF J"= 5d

fAOJKT AEfEIIENCE N0. SHEET N0.
110,086024 :S 10
Pl Sta 4543.73
~ = 4/' 46' 10.0" (LT)
~~G D = 27' 3/' 10.5"

T 79.44
o, R = 208.20'
/~ C9
i PROPMP ED
IS
a q7 ~'~~
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"
, 54.0
(R T) D
~ D = 2/' l0' 22.2 o•
~
°- L = 248.50' ~
T = 133.79' Q~
SR 1301 NOAH HAYES ROAD" = 270.6/
BRYAN TOWNSHIP
SURRY COUNTY
EXISTING 18' GRAVEL
PROPOSED 20' PAVED
HORIZONAL SCAIF 1'= 5d

nlo>ECr l69e1~ -a.
11C.086Q24 sir ra.
PUW 11
Pl Sta 52+68.55

D = 7' 09' 43.1"

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, ~~
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07
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R = 800.00'
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STATION 5/+49.16
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BRYAN TOWNSHIP \
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EXISTING 18' GRAVEL ONLY MAINTAINED
PROPOSED 20' PAVED LIMITS EXIST
HoR~zonrac scacE r= 5a

•
PROJECTo IICo08602~i
ROADo SR I~OI "NOAH HAl'ES ROAD"
~~OUNT1'o SORRY
T1'PEo WET PIPE SURVEI'
NO SCALE
SHEET IOF I
DATEe JANUARY lag X008
STREAM NAMEo UNNAMED TRIBUTARY
TO P~~ITCHELL RIVER
RATINGo
a' AVERAGE STREAM WIDTH
TO SR 1001 "POPLAR SPRINGS RDo"
NEW PIPE ~~
EXISTING PIPE ~~i
034 MILLS s~~
\~~~ MAGNETIC
~ .__~
`.
`~ ,,
~,
O ~~
~1.
STREAM \'. '
i
EXISTING PIPE SIZEo 36" X 32' RCP PIP TO BE LAID ON A 59° SKEVd
NEW PIPE SIZEo 36" X 50' CMP (BCCS)~MAIN~ WITH 2a2 FALL
1PJ~5
1~D~J
PJ 5 1PJ 15 2 D 25 3~l 35 4PJ
PROPOSED 202% SCOPE
Temporary erosion control
devices are not shown, but
will be installed as needed
45 5PJ
SURVEY DATE: t-14-08
CONDUCTED BY: CA,JR,BB
DRAWN BY: J. WOGD
~IQ
CENTERLINE
PROPOSED R/W
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY - - - - - -

•
PPOJECTo IICe08602~
'~ ROADo SR 1301 "NOAH HATES ROAD"
COUNTYo SURR1'
TYPEo WET PIPE SUR`JEY
NO SCALE
SHEET IOF I
DATEe JANUARY ly9 2008
STREAM NAMEo Uf~JNAIv1ED TRIBUTARY
To r~~ITCHE~~ RIVER
RATINGe
6' AVERAGE STREAM WIDTH
TO SR 1001 "POPLAR SPRINGS RDe"
~a0 MILES
~- _---
NEW PIPE r---~
EXISTING PIPE ~~---~
_ `-~ __
I~i MAGNETIC
~:
ml
- ~ X X X FENCE X-
_X CE X - - - - ~ X FENCE
xJX.. StI..`~ "ST RED ~~\
. /
EXISTING PIPE SIZEo a8" X 32' CMP PIPE TO BE LAID ON A 114° SKEW
NEW PIPE SIZE: ~~~ ~h~iTH !a0% FALL
~~? x ~s•. x so'
1~1PJ
1P~PJ
Q 5 10 15 2P 25 3~ 35 4~1
PROPOSED Io0% SCOPE
Temporary erosion control
devices are not shown, but
will be installed as needed
45 5~
SURVEY DATE:I-14-08
CONDUCTED BY: CA,JR,BB
DRAWN BY: J. WOGD
714
CENTERLINE ~-
PROPOSED R/W
PROPOSED EDGE OF PAVEN~ENT
EXISTING EDGE OF ROADWAY - - - - - -