20080478 Ver 1_Application_20080317

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY P. O. Box 25201, Raleigh, NC 27611-5202
GOVERNOR PHONE: [phone]
March 12, 2008
Mr. Monte Matthews
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
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LYNDO TIPPETT
SECRETARY
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Subject: Nationwide Permit #14
SR 1804 (Bryan Road)
Surry County, North Carolina
Project Number: 110.086088 (DWQ Permit Fee: $240)
Dear Mr. Matthews:
The NC Department of Transportation is scheduled to grade, drain, base and pave SR 1804,
Bryan Road in Surry County. Total project length is approximately 1.79 miles. The improved
section will be widened from 17 feet to 20 feet with impervious surface area increasing by 0.65
acres. Due to right-of--way restrictions, the project will begin at Bridge #321 located at station
26+60 and will proceed eastward. Bridge #321 will be retained as is. This project will require
some bank armoring to protect the roadway as well as the replacement of three wet pipes as
shown below:
Stream Impacts:

Station Number
Existing Pipe
Size
Proposed Pipe -
Size Riprap
Impacts (feet) Total Impacts at
this Station (ft.)
41+35 30'x 24" 60'x 30" 10 40
71+65' 30'x 36" 50'x 36" 10 30
80+502 40'x 72" 50'x 72" 10 20
79+40 - 79+60 Rt.3 20 20
81+30 - 82+00 Lt.4 20 20

Total Stream Im acts =130 feet
P. O. Box 250, N. WILKESBORO, NC 28659
PHOrre [phone] Fax [phone]

Mr. Monte Matthews
~ SR 1804 (Bryan Road)
Page 2
March 12, 2008
1 This pipe is currently perched with a blowhole at the outlet. We should be able to correct
this situation but the 4% pipe grade will prohibit the retention of natural stream substrate
material.
2 Bars have formed in the middle of this stream channel on both the inlet and outlet sides.
This is causing unnecessary bank erosion. We will remove the bars and stabilize the
streambanks in the vicinity of this culvert. The Division 11 Environmental Officer will be
present to supervise this activity.
3 UT #3 is causing the roadway shoulder to fail at this location. We plan to armor plate
approximately 20 linear feet of the streambank to reestablish a stable shoulder at this
location.
4 UT #3 is immediately adjacent to the roadway in this location and approximately 20 feet
of bank armoring is needed from ~ 81+30 - 81+50 to protect the improved roadway. The
streambank is nearly vertical here. The same streambank has been armored for some time
from ~ 81+50 - 82+00 so that section was not included in our impact total for this
project. However, a few of the stones have rolled down into the water at this location so
we'll need to reincorporate a small percentage of the stones into the bank from ~ 81+50 -
82+00.
The replacement of the three 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 all wet pipe replacements will be approximately 0.022
acres. Once the new pipes are in place, the impervious dikes will be removed and preconstruction
streambed elevations will be restored.
The wet pipes in question carry different unnamed tributaries to Toms Creek (Class: WS-II,
HQW). This project was reviewed for the presence of threatened and endangered species on
March 4, 2008. This project will have no effect on any federally listed endangered plant or animal
species. The State Historic Preservation Office has reviewed this project and did not request any
survey work.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes used will be the minimum necessary to create a safe roadway. By utilizing the
erosion control measures outlined in the attachments to this application, downstream water
quality standards will be protected. All appropriate BMPs will be used during construction.
Attached is a Preconstruction Notification Form, plan sheets with proposed erosion control
measures, a marked county map, a marked topography map and photographs.
By copy of this letter, it is requested that Mr. Ron Linville, Mountain Region Coordinator, with
the North Carolina Wildlife Resources Commission comment directly to you concerning the 404
Nationwide Permit application with a copy sent to me.

Mr. Monte Matthews
SR 1804 (Bryan Road)
Page 3
March 12, 2008
By copy of this letter, I am forwarding five (5) copies of this application package to Brian Wrenn,
NCDENR, Division of Water Quality, 401/Wetlands Unit, for his review. It is requested that any
comments related to the 401 certification be forwarded directly to me with a copy sent to the US
Army Corps of Engineers.
We would like to begin construction as soon as possible. If further information is required, please
let me know. Your early review and consideration will be appreciated.
Sincerely,
6~
Heath Slaughter
Division Environmental Officer
Enclosures
cc: Monte Matthews, US Army Corps of Engineers (1 additional copy)
Ron Linville, Western Piedmont Region Coordinator, NCWRC
Brian Wrenn, Division of Water Quality (5 copies)
Amy Euliss, Division of Water Quality
Mike Pettyjohn, PE, Division Engineer
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 Apri12001
20080478
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
^ Section 10 Permit
® 401 Water Quality Certification
^ Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII -Mitigation), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number:~3361903-9202 Fax Number: [phone]
E-ma.il Address: hslau liter e,dot.state.nc.us
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Heath Slaughter, Division Environmental Officer
Company Affiliation: North Carolina Department of Transportation
Mailing Address: P. O. Box 250 North Wilkesboro NC 28659
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: hslau hg ter(ci)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 fmal 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 1804 Bryan Road
2. Project Number (NCDOT Only): 11 C.086088
Property Identification Number (Tax PII~: N/A
4. Location
County: Surry Nearest Town: Woodville
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): 41+35 DD: 36.48654 N, 80.47670 W
71+65 DD: 36.48382 N, 80.46908 W, 80+50 DD: 36.48546 N, 80.46611 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 10.8 acres.
7. Nearest body of water (stream/river/sound/ocean/lake): UTs to Toms Creek (Class: WS-II,
HQW).
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 1804.
10. List the type of equipment to be used to construct the project: Trackhoe/backhoe. motor
grader and dump trucks.
11. Describe the land use in the vicinity of this project: Residential/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
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 sepazate 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 at 1-800-358-9616, or
online at http.://www.fema.gov_.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average
Width of
Stream Before
Im act perennial or
Intermittent?
(please specify)
Station No. 41+35 Pipe replacement 30 feet UT #1 to Toms Creek 2 feet Perennial
Station No. 71+65 Pipe replacement 20 feet UT #2 to Toms Creek 4 feet Perennial
Station No. 80+50 Pipe replacement 10 feet UT #3 to Toms Creek 3-6 feet Perennial

* List each impact separately and identify temporary impacts. Impacts 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 linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-800-358-9616, or online at
www.uses.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., wwtiv.t~zone.com
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 60 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 Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres)
Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
ba ,ocean, etc.)
Wet pipes & 79+40
- 79+60, & 81+30
- 81+50
Riprap
0.0023
UTs to Toms Creek
Streams
Wet pipes Temporary Dewatering 0.022 UTs to Toms Creek Streams

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability 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 drawings, adverse impacts to
streams in the area will be minimized. Since this is an existm r~way, 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 durin>? construction.
Water quality should be improved as a result of our on-site improvements.
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 preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/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 mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
EEP if necessary.
Page 8 of 12

2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified eazly in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regazding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): To be determined by COE
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-ripazian 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 (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 Cazolina Environmental Policy Act (NEPA/SEPA)?
Note: If you aze 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

a
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 1.5
Total
* 'Lone 1 extends out 3U feet perpendicular from near banK or cnanne~; cone ~ extenas an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Impervious surface area will increase by approximately 0.65 acres. All appropriate best
mans eg ment~ractices for sediment and erosion control will be implemented during construction.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application?
Yes ^ No
Page 10 of 12

XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~/Z
Applicant/Agent's Signat~ Date
(Agent's signature is vali only if an authorization letter from the- applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell 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
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
*Croatan National Forest Only
Page 11 of 12

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Name: PILOT MT Location: 036.4879154° N 080.4689909° W
Date: 3/3/2008
Scale: 1 inch equals 1333 feet
t 9913, Meptech,

1.
3.
5.
2.
4.
6.
1. Upstream view at station 41+35 on SR 1804, Surry.
2. Downstream view at station 41+35.
3. Outlet view at station 41+35.
4. Downstream view at station 71+65.
5. Perched outlet view at station 71+65.
6. Upstream view at station 71+65.

7.
9.
11.
8.
10.
12.
7. Upstream view at station 80+50 in SR 1804, Surry.
8. Outlet View at station 80+50.
9. Downstream view at station 80+50.
10. Eroding streambank in a sharp creek bend adjacent to the roadway near 79+40 - 79+60 Rt.
11. Failing shoulder near 79+40 - 79+60 Rt. ,
12. Previously armored streambank from 81+50 - 82+00 Lt.

rea~ccr e~ae~ ra. sir ra.
110.086024 PLAN 05

SR 1804 'BRYAN ROAD" `~
WESTFIELD TOWNSHIP O °~ 7O
SORRY COUNTY
EXISTING l8' GRAVEL
CHARLES PAYNE et ux
~ AGNES RUMMELL COOKS
PROPOSED 20' PAVED oB 738 PG 7~ ~^ Re 448 ~ 147s
,,
CAPERED
O
~
J
ME~
T
27+
R ~
+60
~ T
T
S
P R~M
A~
RNy
RIDO
D 25
A
APERED
~ OIN
lp IS'
ENt P OPOSE
t B
isc~ ~ ` 15XCMP G ~2 X4, LE5
AFWEIR ~`
' • -9/~F~O ~
Sta. 27+002
,
5
8' E h
w
T
A~EM
t
M 2~
+43
F ` ~ `
2
3
2
.
$~ 2
~
- -
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RO
5
t t
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- - _ ;
- - -
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28 - ~6,66z% X S
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~

-
-
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~ ~ EIR
0 2'

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, -
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- - ~2 ~8
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Or 23
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- _ _ 1
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~
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, -
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- -
- -
- - - - -
25' R7W ~ x3
EJP. 20.65
RT BEGIN
~
~ g F ~ESto. 26+83 SILT FENCE ~ arc. ~
2' ~R22.99 R T
27+85 to Creek
`
`
i ~j
~ ~ ~ , - PROPOSED b
`
P
Sta.27+07
~ ~ ~ (p
~~ BRIDGE '321 17.30 RT
s
~ /
' ROGER L STEELS et ux
RB 5/l PG /632
N

o -~

P
a
-
® ~

TIMOTHY RAY COOKS 'O
n
Pl Sta 24+77.05 RB 532 PG 959
= 25' S2' 00.7" lRT) Z~
D = /4' /9' 26.2" "~
L = 180.58' 9m

T
= 9/.86 ~
R =400.00'
HoR~zoNA< scams r= 5a

n~aECr e~a~ex~ No. sir No.
11 C.086024 PLAN O6

SR 1804 'BRYAN ROAD'
WESTFIELD TOWNSHIP ~
~
~
GRAVEL
EX S
NG l8
PROPOSED 20' PAVED
2~
~ AO

c°
O k
Z i
9~,~ CHRISTINA LEE WOOD ~~ ° 1'
OB /034 PG 170 ~ o'
~
~~
LO ~ b
~ ~ ~
7
0 ~-
+ 1 ~ -
-
_ ~
AGNES RUMMELL COOKS M
RB 448 PG 1476 a 33 ~~
{--
U
~,
~
OPOSED ~ 3 ~'
PR - '
~
_
~ ___--'
0 ~ _
9.60 ~"
€ 31
~' ~` ,
PP
~ Sta. 32+27
, x3 TP 23.63 RT
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-
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111'/.
11
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EAR
9
A
_S
$
_--- --- _ -~ .
~
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g
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2327 RT
EXISTING~o
9
__
_ _ - ' - ~ ~~ EXISTING l5"CMP ~ -~`
Sta.3I+84 ` ~~
CHRISTINA LEE WOOD
~
`
.-13.810% _
29 `
12
I Sta.3l
9BA F~ ` o
WEIR
z' ~ ~ ~ ~ ~ ` DB 1034 PG 170
X~ ~t~ Rio Ep 25' R~ EJP.
~~' P Sta.30f55
- ~~
P ~ ~ ~
~ Q ~ ~ b~

S5~• 29.38 RT
~ ~ pp
"'~
Sta. 29+38
z` 9gpFF~ Sta.29f37 23.63 RT
` d-` 2 WEIR 2327 RT ~ ~ ~
~ b ~
~ o

O 1
8

© G
~
~, ~ ~ EVERET ^
TE LEE KEY et ux
W ~'~ ~ ROGER L STEELS et ux ~,, RB 505 PG 1148
W ` RB 5ll PG 1632 ~yF
~ ~'so
Q /~q~i

HORIZONAL SCALF 1'= 50'

~. i ~~.
110.086024 PLAN 07

SR 1804 'BRYAN ROAD'
WESTFIELD TOWNSHIP
SURRY COUNTY
EXISTING 18' GRAVEL
PROPOSED 2O'PAVED
Z
0
Z
n
0
w
CHRIST/NA LEE WOOD
DB 1034 PG 170
~O~
~~
'~
W
x
W
H
O 2`' Rl~
PR go~•
6,2
.'
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' - .moo
5R~
~ ~~ o~'` ,t_o 2
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ti
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z
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9 '
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~~
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' ~~ PP
' -~ St
l +~F,
45~' ~ O~F~~\~
O
CHRISTINA LEE WOOO
DB /034 PG /70
' ~ Pl Sta 33+53.38
Sto.34+83 D = 47° 24' 04.9" lLT)
29.79 RT D = l2° 03' 44.2"
Sta. 34+82 L = 392.97'
29.78 RT T = 208.52'
R =475.00'
0.37+64
45.09 RT
TP
Sta. 37+63
45.34 RT
NORIZOh'/IL SCAIF C= 5d

eeo~a No. u,ffr rro.
110.086024 PLAN 08
EXISTING ~,~e O
0
5
O Sfo f4! 35/ B PROPOSED
~ ~ 36` x 5a Q~RTENSE WOOD HALL
CHRISTINA LEE WOOD
DB 1034 PG 170 _ 2~
- - - - ~ /R_ Sta. 49 k35 RB 40/ PG /393
' ~ l gAFF~3'
E

~`
~ ' ~ ~ - - - PROPOSED
~ ~'NR
l5' CMP
~~ ~ ~ `ta.4It60
°S ~ m ,m ~
~ ` ~ ` ~
'
'
P~° god ~ ~ ~ ~~`~ GUY WIRE l g,gFF 3'
0
R
2
•
1
~ KAY HOLCOMB
~ RB ~ 8/3 PG 133
P
~
`
~
/~
•~" 't `
WEI
6
~e~
PP
98 RT
9
~'~~ Plat Book l7,Page 138
40+67 Sta. 40+97; ~ ,- `' I gQFF 3' ~ `
•
5 a
~
' .
1592 RT 34.61 RT ' `
2' {yE R \ ~

.' , `~, ~
+~FF ~ ~ILTI FENCE X66
` , ~,
W
N ~ ~~~ ~ ~
6
~
~0,~~, ~~- 42+35 to Creek ~- ~` h
W /
~
'' °c~F'~ ~ 9t922RT8.05 ~ ~ j
/
~
~ /
<p QR k~
~ z

~ ~gl
o
2
~
' ' 0 Sta. 4
g~~ ~
k
~
~
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LEE
D ~3
P
EXISTING
~
CHRIS
INA
WOO Std ~
~
o 4
DB /034 PG /70 3+70
~ \ St
oD
PC
OPOSED L~ ~ ~

o CMP •o ~ ~
ta.43+70 °o. ~
D
w ~? rP ~ ~
a 33.79 RT ` ~ ~i
+~
~
ah •
^ PP ~
Sto. 43 t96 I ~
/~ 34.46 RT (~
STEVEN R. DUPLESSIS ,' ~ ~'~-

Pl Sta 4/+99.89
SR 1804 'BRYAN ROAD' DB /069 PG 747 ~ W ~ ~ ,
, ~
O = 105° 52' 24.8° (RT1 WESTFIELD TOWNSHIP ~ o ~ `,
D = 32' 44' 25.6" SURRY COUNTY
' ; ~; ; ~,-~_ ,,
s
Q
+
L = 323.37' GRAVEL
EXISTING 18
PROPOSED 20' PAVED o
~
~ ~ ~_
9-
~ s q~T+
~~.
~ h ~ ~`%
'
7O'
T = 23/ NEAR AND FAR DEVELOPMENT
~~
.
R = 175
OJ' Subdivlslon ~ ~ Tsa
. Plat Book l8, Page 23 ~
NORIZONAL SCALE !'= 5a

ncoxcr eeamx~ No. sir ra.
11C.08b024 PLAN 09

SR 1804 "BRYAN ROAD"
~ WESTFIELD TOWNSHIP
~ 9
+,~ Pl Sta 45+55.37
` SORRY COUNTY
N `~ ~ = 60° 02' 12.6" (LT) EXISTING 18' GRAVEL
D = l3' 28' 52.9" PROPOSED 20' PAVED

L =
~~%_
445.33'
T = 245.56'
'
~8
R = 425.00
KAY HOLCOMB
RB 8/3 PG l33

'

~
Plat Book l7. Page l38 Z
~
o o

~
\
` ~~ A9
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~
~
~ O.SF
~
TP
Sta.45f25 ` ~ ~ R~~e~e~ 2s,~~L
1720 RT ~
~ ~
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Sta. 45+26
16.39 RT s •~ ~

O ~

~ ~` ~
O
\

~ ~

r ~ r
O
O 2By~~'
8j'/
~
`\ ~
~ ` ~ `~ n~
~ `
EXIST r
r
~~ ~ `
STEVEN R. ~~ ~ \
EJP. T
Sto.45+77 ~
ING r Q r 9,
~ ~ '' 11.818% Sto.48 58 r ~ r IN 2 WEIR
~ ~ ,
~
r
O INE
~

DUPLE$$l$
DB 1069 PG 747 N
~
2/.57 RT TSD
~ ~ r ggFF
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7
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s
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SD`~
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STEVEN R. Dl1PLESSIS

DB l135 PG 469 ___
EJP.
~~ 25.03 RT PP r ~ / ~'s°~ ~~
,,, S1a.47f67 r ~ r
~ 2357 RT r Q r1 BAF x3~EJP.
F E Sta
48+0 - ~ _
-
~''SD~~~ N

~
.
r r 2~
3
r,W r wf o 29.43 RT
TP
PP Si
Q
~
~t
rr~ ~ ~ Sto.48f75 22.39 RT
22.89 RT
~
r
r
l4 ~ z
l5
ti
DONALD LEE LOV/LL, JR. et ux ~ BOBBY
0. McCLENNY
OB l0/4 PG 448 RB 860 PG 879
-- - L

HORIZONAL SCALE C= 5d

reaECr ef. No. sir No.
110.086024 PLAN 10

" ~ ~ ~ ~
SR 1804 "BRYAN ROAD
REVISION OF SEPT. 20, 200
WESTFIELD TOWNSHIP Added Entrances to Propert 7
y of ~ ~

SURRY COUNTY George M. Bryan at Stations
52+20, C~
~ N
EXISTING 18' GRAVEL s7+oo and s8+3o t~
PROPOSED 20'PAVED ~ + l9
~ ~ GEORGE M. BRYAN
DB 265 PG 40/
~

n o
(/~
~ v /
R (~
IV w
v)
KAY HOLCOMB ~ . ~ti'~ ~, ~
RB 8/3 PG 133 ~
~ +/
Q Q ~ A
~
t Plat Book l7, Page 138
i ~
~ 1 ~
.a
H
' O
~ W r
iO ~O~ - ~~ 1~•T- cn
L ~-8.955 7'ROPpSE~ 25, R/W ~ I
~ ~ ~ r ~ r - '
- ~

F- - - ' - ~F ~-8.955%
---
- ~
J ~ ~ ` - qS0 ti
____--
__ ~
--- ~
. , --~
- ~
TSp..~ s ~ . -
- ____--
~ -
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f'ROPOSE-~ r W TSD
25' RiW r ~ r 2 k
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6i -
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w
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I
r NoLlegFe
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7/ TSD ~
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Sta.50f67.97
Sl+6/
29J8 RT Sta r ~ r' Sto. 52+0759
.
r Q r
O i~ r 25.40 RT
PP
l ~ r , p r
r v l 6.80 RT O

l9
Sto.5/t6/ , ~ r
l7 26.04 RT
THELMA MAE PENN?' ; ~ % GEORGE M. BRYAN
~
RB 86/ PG 552 ~ JOHN R. PIERSON et ux r ~' r OB 265 PG 40/
~ RB 836 PG 936 '
AR AND FAR DEVELOPMENT ~ ~ Pl Sta 52+4/.6/
subd~v~slon m ~ D = 46° ll' 35.7" l LT )
Plat Book /8, Page 23 ~ D = 22' S5' 05.9"
m L = 20/
56'
.
T = 106.62'
r
R = 250.00'
HORIZONAL SCAIF I'= 50'

n~aECr No. sir ra.
110.086024 PLAN 11

PROPOSED R
Added EVISION OF SEPT. 20, 2007
Entrances to Property ofi

9'x3•x3' 18'CMP
Sta.55+50 George M, Bryon at Stations 52+20, O
/9
1 B AW EIR PROPOSED 25_ R/W - - - - _ _ 57+00 and 58+30
~ ~ GEORGE A/. BRYAN
~- _ _ ~
- ' _ _ , , ~~ ~ OB 265 PG 40/
o~
_, \ `
-------- ---__919i
ih0\~i PROPOSED
-_ ,
y
~ 15' CMP
~

- 56 Sta. 57+00
~.
~
,~' ~~ -
~ ~
~` ~ ~ ~~
'
3' 1 '7D~rso.~,~
ROPOS
' ~
~'
~ y
` `
/
I x
9' x 3
I BA
IR ED 2.5
R/W ~/ ~
~,b` ~~` ~ ` ~ . ~ ~

o %~S~

p WE ~~ ~ ~

~ . ~ ~
~

PROPOSED
r ~ .~, ~ ~
\ ~ ` l5' CMP
~
~ Sta. 58+30
.
W ~ ' /

~ ~ •

` ~ i
_
' ~~ ~ Z
W
~
St
57+76 ~D ` i
~'-a'`~w
°J
a.
20.67 RT ~ ` ~
~T~ x
l9 `
TP
Sto.57+76 g, Q
+
~ ` ~. cr^Z

GEORGE M. BRYAN 19.96 RT ~8
,~,
a
~F
<F ~°o
:

OB 265 PG 40/ ,~ y

0
Z
D ~
~~
0
m
W
~
.~ti
~~~ '
~ ~
5~~ ~

~ ~

Pl Sta 59f50
0/ ~w
~~~
~
.
~ _ l23° 4/' 52.6" (RT) SR 1804 "BRYAN ROAD" ,_
~ `~
D = l7' 37' 46.1" WESTFIELD TOWNSHIP -~
L = 70/.65' SURRY COUNTY so ~~~

T = 607
37'
EXISTING 18' GRAVEL s
~"0
'`~9~
.
R = 325.00' PROPOSED 20' PAVED ~
NORIZONAL SCALE 1'= 5d

reoucr Rse~ ra. snffr Ho.
110.086024 PLAN 12

D~F 3+
B Bq
2-
® p~~
Quo
4F ~
~Fi <F
GEORGE BRYAN
JR
etux -~
.~~'~~ So.59+88
.
.
3, B 360 PG' 82/
o~Di 9
~ ~
~+ PP 20.6/ LT
~
59+90
e~P St
` a.
k o
n
M'vNT,~N 2egFF.?-e~' 20.3 LT ~V
<F
G/
~'
M~
FiR Sta 59 ~8/ "~CHOR OX
TP
3 ~ ` ` Sg ~ `
~seQjjD,~ ' ~ ~
~
~ ` 6.7 LT Sta.59+88
TP 20.00 LT((~~'
+
J
~~
` ~
`~
` 90
ta.59
.00 LT .`
Q
~~ ^
9
('
A `
,[
+
ie 3-
2, qF,c .3. ~

~ h"Fi <F
R EXISTING
l8' RCP
~~ ` ` ~ oooi
~ ~ ~' 9
~9
'
~
w
~ Sta.59+87 +
~ ~e4F k,~-
K" GEORGE M.
W lP8R'~MP ED @'` ``
FiR~F BRYAN w
W Sta. 59+87 ~ ` ~ ~ A~° DB 265 `w
°s
F~
`
` PG 40/ 2
_
~
a 6
~
'b ~ ~ ~S ~
GEORGE M. A ~ ~`~J=99,~,
BRYAN
DB 265 'S'ow ~~~ v~ ~ y
°s ~` ~. ~•
~
PG 40/ °~ ~~
` , ~
~,
~~~; \ ` ~
2 eke

tip, i
cp N

SR 1804 "BRYAN ROAD'" O W
~"' e
WESTFIELD TOWNSHIP ~'
SURRY COUNTY
EXISTING 18' GRAVEL
PROPOSF_~ 20'PAVED
NORIZONAL SCALE I'= 50'

1. Remove 3l4'-~~- or tl>e
ABC material in tt>e Exlstln
~ Pl Sta 67+02.92 Pl Sta 69f07.38

~ = 3/'
'
"
•
'
-I-~S
Roadway between station 6 28
49.0
(LT) O = 4/
28
27.3" lLT)

'`- and station 66foo. D = 2/• 50' 05.3" D = l6.09' 35.3"
v~ 2. Rake and seed disturbed area. L = 144
17' L '
yG .
= 256
65
tiF
s
`~
' T = 73.96' T = .
134.24'
~
y R = 262.4/' R = 354.56'
F~

SR 1804 °BRYAN ROAD"
WESTFIELD TOWNSHIP
SURRY COUNTY
Z EXISTING 18' GRAVEL
PROPOSED 20'PAVED
0
n
0
a;
w
~\Rf' ~ i2'X4'X3' ~~
2 BAFFLES ~, 2
S~F~ 2.5' WEIR C~ ,
X V GEORGE M. BRYAN
~~S``~` - Cpl ~ DB 265 PG 40/
~J ~ EJP. ~
~aG 3525RT655r~~
__JJ ~
~' G ~
G ~
Q EJP. CO
/EXISTING
/ I5' RCP `
~ 20~ LT 356 O
' ~ PROPERTY " ,
LI
E ~~
NE (TYPfCAl1
'~
,
EL ~
I ~~
'
~Z GR~ ~
`, `
, `TSD V ~~~
' ~ PROPOSED ` `
15' CMP ` ` TSD ~ '~'
~ PROPOSED 25' R/W ~~
~ ._

FRANK M/L.I~R
~~ s~
~ 69 ~
NIFONG, JR. et ux `
~
~
~ ~
RB 48/ PG 828 \
EXISTING
15" RCP ~
~ i 12'xa'x3'
2 BAFFLES
-
` `
R ARJORIE R
~~L`l~~
L pRN E
GRpV~_ - ' " ~
~ ~ ~ BETrIE S.EPPERSON .
2~ RB 425 PG 830
'
-- ` ` OB 284_ PG 249
~ ~ Plat Book /4, Page l63
_
AIATCHUME SEE SHEET •I3A HORIZONAL SCALE C= 50'
W
h
W
h
W
2
Z

n~oxcr ~aex~ Ho. sear No.
110.086024 PLAN 14
--
--
~
SR 1804 'BRYAN ROAD"
WESTFIELD TOWNSHIP
SORRY COUNTY o PROPOSED
EXISTING 18' GRAVEL
PROPOSED 20' PAVED m
~ ~
` 24' CMP
Sto.72+88 ~c'~'
F~
~
'~3

m `Z' WILLIAM J.IMUS et ux E
'
0%
EXlST1NG 9
24' RCP ~OP~~~R x520 -
72+88
Sta
a DB 694 PG 204 .
o Plat Book /4, Page l63
,
/9 ~ ~ _~
Q ~ ,
- / / '
-
G
GEORGE M. BRYAN ~
~~ ,
OB 265 PG 40/
~ '
13 /~so~
x
_____ so
~t
/ - ~
w ~ 12 - ' P
9EgpF ER
~- '~ ~ ~q `''- ~ W
~ - ~
x
_ Q O
~ p~ ~_
~ ~~%o"~
- ~ ~

x
v
~ Q z (T'~
N o~ ~~A o

~~ ~~ s
~ PROPOSED ~ ~~
'
~ ~ ~p~~` N
~ k
~ ~ l5
CMP ` ~
(~~
~ l ~ ~ ~ -9~ }
~
~
~
~
~
o z .~+F ~ ~
i
~ ~+PF ~,~~ 2 ~6
`0
~
~ ~ %f~ ~
~
~
s~ - q~+ ~ 0 0
P
~
9~
W
I ~ oS
~I
'C
~ COQ I ~ ~ m ~-
`
9~ ~~~~F
~ ~ ~
•Sgc~9- \ ~ / X
~P s EXISTING ~ y
~`U
~
~~ `~ ~ ~' ' t9
Sta.~1 65 ~~•~~ ~ I'VILL/A
SlL M .I.IMUS etux
~
FV ' ENCE
71-~-00
o Creek 4~ X ~S~~,y/p ~ DB 694 PG 204
'
~ , Tp Sto.71+65 Plat Book /4,Page /63
~ 16175 RT 792
10
/
l62'f/- OF EXISTING ROADWAY
TO BE REMOVED.

PI St0 7I -f-7O.63
~ ' (f3T)
04
~ I5` 57
' V
t
~
l~~
eX
~
/ ~
~
00 ock
pil
at
Stati
E~P•
% SI
RT.
69-1-95
77
6 ~ = I ~ 22 /3
0
' .
to form o baracade.
88.0 °R> 44
L = 97
CMP ,
,~NARaIORlESt9~~~Z ~ 2. Rake and seed disturbed area. .
T = 49.04'
~,
,Re `~ Pc 830 ,' ~ - <~
Play --~_P~e -16~. ' .t x ,
---- - - ~-- R = 350.00'
NORIZONAL SCAfF I'= 50'

reo~cr "semx~ Ho. sr~r ra.
110.086024 PW 15

Pl Sta 77+94
2/ SR 1804 "BRYAN ROAD"
O .
= l3' 4/' 45.2" (LT) WESTFIELD TOWNSHIP
SORRY COUNTY
D = ll' 27' 33.0"
` EXISTING 18' GRAVEL -o
~
L = 119.52 PROPOSED 20' PAVED ` W
T = 60.05' ~~
R = 500.00' 25 ° z
W/LOAM F. SLUYS et ux ~ s
Plat Book l2, Page ll8 n ~
~,
~~~
PROPOSED

~ p l8" CMP
.SS~ta.78+40
g

W ~
o '~
-~-
~ OPW~R
2'
v2i D
° ~
k~~
-~
W
~ ~
-
X3, 6~

E ~

8~

- ~ L
9\OP,N~\Ft \.5~~/-~ ~ ~
-- ~ ' _ ~~/9'x3'x3'
--- 12'SOILDRNE - ~ ~ '~~
- - - - - - ,,- ~~so BwEIRE
p

PpSE , - ' T6
PRO J
- / ,r
G
p
~ ' „ .~so ~3' F E 25
-I~~ ~.
/ 9\
P
~\R
LN
R
' ~
- '
2' x3' ~2 - EXIST
- ' ~
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PROPERTY

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WILLIAM J. IMUS et ux LI
"E rTYPICAL'
o DB 694 PG 204
Plat Book /4, Page 163
HORIZONAL SCALE I'= 50'

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SR 1804 °BRYAN ROAD"
WESTF/ELD TOWNSHIP
SURRY COUNTY OQ~~ N
EXISTING /8 GRAVEL ~ 2s Q``c"'~k8/ 0D °'~ti W
PROPOSED 20'PAVED
RAYMOND D. JESSUP, JR. et ux
s RB 459 PG 748 5 ~~ f ~/f
THE DIVISION ENVIRONMENTAL OFFICER y~. ~~.~~~;~:~~ /
MUST BE NOTIFIED AT LEAST I WEEK ' ~ ; :~ ,~
BEFORE ANY WORK BEGINS RELATED TO '` %~ ,''r'. '~ 1f
THE WET PIPE AT STA 80.50 AND/OR ,~,':-~' ~ .,~ ¢~
ARMORING THE CREEK BANKS ,~
..~
0 ~O~ , , cL ~,. P
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Z5 ~z6 5 ~3 I'~'f'': %' '~ ~~•~
O - .~ ,f 26
WILLIAM F. SLUMS et ux ~ 9~0A~~-~ r,~ ' '~ , , , % ~ r~' RAYMOND D. JESSUP, JR. et ux
Plat Book l2, Page 118 +3 ~~ . ' ~: ~ ~ : , -''''' RB 459 PG 748
~..;• ,
i :%
:~
~: ~ '' a ~ ~~ ~~- THE DIVISIOy ENVIRONMENTAL OFFICER WILL
R r ~- ~'~' ,j''r' ~ ~+~, z DIRECT STREAM BANK ARMORING (CLASS 1I
°-G~.- :.,,~'" ,~-~ ~ 9 ga~~di ExisTiNC RR) AND/OR RESHAPING AT ssTA 79+40 TO
~~ RcP 79+60 RT AND SI+30 TO 82+00 LT. ALSO I'E
~, ....,~_~, f,,--'; ~Q ~ ;'~ sta.ao+5o WILL DIRECT THE REL~3CATi0;V OF THE
~,- ,; : ; - ~~ W EXISTING MID-CHANNEL BARS AT STA 80-50
/~ ~~• ~' -' -'' ~ Pl Sta 82+75.44
"/'~ --s'\''~~~ / ~--- , d O = l0° 3T 11.9" lLT)
,. ;~ ,,.- ~--- ~ ~ D = 2° l7' 30.6„
~;-''' / 25 L = 463.38'
~ eEC~N sur T = 232.36'
FENCE 78+5o WlLUAM F. SLUMS et ux
fo Creek Plat Book l2, Poge 118 R = 2,500.00'
Exisr~Nc
yoRlzoNAC scams r= 5a

nlourr e~aex~ -a. sr;ffr -a.
110.086024 PLAN 17

Rollroad TIe
Retalning Woll TP
Sta. 87+97
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SR 1804 °BRYAN ROAD'
EXISTING so~~ ~~ '
~ WESTFIELD TOWNSHIP
l8• CMP ' ~ tiF SURRY COUNTY
Sto.83+95 EXISTING l8' GRAVEL
PP PROPOSED
Sta.83+87 l5' C'tilP PROPOSED 20' PAVED
11.30 RT Sta. r? ~I+OO
HORIZONAL SCALE I'= 5d

raoucr eaaex~ No. uiffr Ho.
110.086024 PLAN 18
'
'
SR 1804
BRYAN ROAD
pR~F'fRT
Y
WESTFIELD TOWNSHIP ~'^~ ~T rP
~A~~
SORRY COUNTY
EXISTING l8' GRAVEL
PROPOSED 20'PAVED
26
RAYMOND D. JESSUP. JR. et ux
RB 459 PG 748 ~

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Q
D = ll' 27 33.0' O
` 26
L = 254.07
T = 129.84` RAYMOND D. JESSUP, JR. et ux
R = 500.09` RC 459 PG 748
HORIZONAL SCALE P= 5d

reo~cr eeaa~ce No. sr~r No.
11C.08b024 PLAN 19
SR 1804 °BRYAN ROAD"
WESTFIELD TOWNSHIP
SORRY COUNTY
EXISTING l8' GRAVEL

PROPOSED 20' PAVED ~
GREGORY ALLEN /NMAN et ux `~`''
~
P
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100' X 100' ~ S1a.94t66
PROPOSED
SIGHT TRIANGLE \
;
PROPOSED
\
/
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N / X ~ ~

N PC 'S'f
GREGORY ALLEN /NMAN et ux
DB 753 PG 408
~ _ _
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9 Plot Book l5
Pa
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49
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wicuAM F. sLUYS et u
yF
' L = 100
35' L = 664.47'
'~~~G RB 455 PG 1236
'tA,~
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T = 53.06' T = 39/.64'
PT Sta. -Y-l1+99.78
~- - R = 125.00' R = 500.00'
HORIZONAL SCA(E P= 5d

rROacr xe~exf No. sH~r Ho.
!lCD86024 PSR 20

SR 1804 "BRYAN ROAD"
'"'
WESTFIELD TOWNSHIP ~£a•°""~
SURRY COUNTY GREGORY ALLEN /NMAN et ux
EXISTING l8' GRAVEL DB 753 PG 408
PROPOSED 20' PAVED Plat Book 15, Page 124

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GREGORY ALLEN /NMAN et ux
DB 753 PG 408
Plat Book l5, Page 124
Pl Sta 100+03.86
p = l9° l5' 29.4" lRT)
D = ll° 27' 33.0"
L = 168.06'
T = 84.83'
R = 500.00`
NORlZONAL SCALE !'= 50'

eeoxcr effaa~ No.
11CA86024 sr~r rro.
PSH 21
SR 1804 'BRYAN ROAD"
WESTFIELD TOWNSHIP
~N,o,a~ ~N,~~~.
14g,o
U
SURRY COUNTY
EXISTING 18' GRAVEL
Z PROPOSED 20' PAVED
J KEVIN RAY NUNN
~, Subdlvlslon
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EX/STING a ~ ~ ~ PROPOSED
l5" CMP DB 753 PG 406
BU/LD/NG I W i
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TO STA_ /0/+gq ® ~ ~ ~ EXISTING 9' /~
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PG 406
.
DB 753
O = 29° 36' 56.0" (RT)
D = l5° l6' 43.9"
L = 193.83'
T = 99J3'
_
R = 375.00'
HORIZONAL SCAIF C= 50'

n~oxcr Ho. sr~r No.
IICA86024 PLAN 23

SR 1804 'BRYAN ROAD'
°~, WESTFIELD TOWNSHIP
~~
UNTY
< SURRY CO
~, EXISTING 18' GRAVEL ,°~~°'"
PROPOSED 20' PAVED
~~°d`' ~

,E
.~
DAVID W. SHINAULT, SR. et ux
31 DB 956 PG 55
TREVA J.KIRKMAN TREVA KIRKMAN
PROPERTIES, LLC
DB 889 PG l016 Subdivlslon
Plat Book 20, Page ll4
+ 7
~ DB 928 PG 73l Plat Book /9, Page /63
JEFFERY SCOTT ~
uNVlclE ~ W

H DB 76/ PG 067 t~
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N KEVIN RAY NUNN + 9 5 ~ N
W Suladlvlslon
P/at Book l5, Page 140A ~ PP
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KEVIN RAY NUNN
'O DB 883 PG /35
~
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ti9~5` DB 753 PG 406 \ _ -
HoRIZONAC scAtE r= 50'

reoxcr No. sr+ffr rro.
IICD86024 PSH 22
SR 1804 "BRYAN ROAD°
WESTFIELD TOWNSHIP
SORRY COUNTY
~ "
.
EXISTING 18' GRAVEL ,o~~~'"
PROPOSED 20' PAVED
°d~
JEFFERY SCOTT UNVILLE
,4g
OB 76/ PG Ob7
KEVIN RAY NUNN
Subdlvlslon
Plat Book l5, Page 140A
f- ~ /~

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~ _ ~` l/' 06.4° Plat Boo ~5, Page 190A
L = 200.81' OB 753 PG 406
T = IOIJO'
R = 700.00'
NORIZONAL SCALF Y= 5d

eeaccr effaexF -a. u+ffr ra.
IIC.086(J24 PLAN 2-

N
W
z
i
SR 1804 "BRYAN ROAD" ` ---_ - _-~ -_
WESTFIELD TOWNSHIP
SURRY COUNTY DWIGHT T.
EXISTING l8 GRAVEL DONNA K. JOYCE (Marrledl JOYCE et ux
PROPOSED 20' PAVED ~ /
1' DB 1072 PG 40 DB 1094
od~`~~~~'a `\ ~~ PG 784
4~ \
~ ~ ~ PROPOSED
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Sta. l17+83
EXlST1NG

RICKY DALE BOBBITT et ux .o
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Properly Owner has also mode a request ~
In 17.38 LT G
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for any remaining fill dlrt.He would
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R = 800.00`
HORIZONAL SCALE I'= 50'
W
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exoxcr ea~ae~ -a. sr~r Ho.
I1CA86024 PLAN 25

TREVA KIRKMAN SR 1804 "BRYAN ROAD"
Subdivision WESTFIELD TOWNSHIP
Plat Book 20, Page ll4 SORRY COUNTY
30 ~ EXISTING l8' GRAVEL
,,
`~` ~~'~ ~ PROPOSED 20' PAVED
ROSEMARIE JOHANNA ~
a y,-` `
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DB 1055 PG 677 (5 fJ.Toll1
302 LT ~ / ,'.'^~I

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PROPOSED l00' X100' WELL

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L = 12/.63'
T = 6/.l2'
R = 500.00'
NORIZONAf_ SCALE I'= 5d

~`-~RGJECTD fICa08602q
,ROAC~~ SR 180q "BRYAN ROA
COUNT r ~ SURRY
TYPEo WET PIPE SURVEY'
~~AN SCALEo I" = 60'
~~'EET IOF i
,;g
CENTERLINE ~-
II PROPOSED R/W
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY - - - - - -
DA T Eo FEBRUARY 139 2008
STREAM NAMEoUNNAMED TRIBUTARY
TO TOMS CREEK
RATi~:~'Go
~' l`.'~-~ERAGE STREAM WIDTH
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V~ITH 2~8 % PA~``

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5

I

5 1~ 15 2~
Te;r~porary erosion control
de :ices are not shown, but
w1 l be installed as needed
25 3~ 35 4~ 45 5~ 55 6~~
PROPOSED 208% SLOPE SURVEY DATE: 02-13-08
CONDUCTED BY: JR,DB,SD
DRAWN BY: J, WOOD

~~~r=OJECTe IiCe08602~
ROADo SR 180q "BRYAN P,OAD"
COUNTYo SORRY
TYPEo WET PIPE ~ SURVEY
PLAN SCALEo I" = 60'
SHEET IOF I
DATEe FEBRUARY 13, 2008
STREAM NAMEoUNNAMED TRIBUTARY
TO TOMS CREEK
RATINGe
~
2' A.~/ERAGE STREAM WIDTH QG

s~
~~
sr~ %~
y
~9L~
~.
CENTERLINE 71----
PROPOSED R/W
PRGPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY - - - - - -

~
ti
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z~ ,V / Q

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P" ~ i EXISr~h'G
4 Q 5 a 7C+65 ~~ ~9
i
i
~ \ Sfi~4pR~7.92
EXIS '~.'~~'~G PiPE Si~E~ 36" Y, 30' CMP
I~JE'~1' WIPE SIZE; ~~~" X. .~~0' C~~~P (BCCS)~IJ~Ai"~ ~ PIPS TO BE SAID ON A 9 r ° ~KEb^~,;
' ~'~" ~~'~JITH X
0% PALS
~ 0
I I ~
5 ~
i ~
i

~J ` '

~ 5 1~ 15 2~ 25
Temporary erosion control
devices ere not shown, but
will be installed as needed
SURVEY DATE: 02-13-08
CONDUCTED BY: JR,DB,SD
DRAWN BY: J. WOOD
3~ 35 4~ 45 5~ 55 6G_
PROPOSED qo0 % SLOE
NEW PIPE r~1
EXISTING PIPE ~-,

~PROJECTe IICe08602~
~;~~ADo SR 180q "BRYA~`J ROAD"
COUNTYo SURRY
TYFE~ WET PIPE SUP`~iEY
=i AN SCALEo I" = 60'
SHEET IOr I
DA T Eo FEBRUARY i3, %008
STEZ=~M NAMEo UNNA'~~~ED TRIBUTARY
TO TOMS CREEK
r, r ! i( ~e
5' AVERAGE STREAM '~~~IDT
~~U
IJ
z
a
r'~.. ~~
~~' 25
S ~ ux
WIP ~k 52Pa9e 118
CENTERLINE ~---~-
PROPOSED R/W
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF ROADWAY - - - - - -
', ~ ~ NEW PIPE ~----.~
~ ~ ~~ / EXISTING PIPE ~~
/ ~ ~ X~C'i~'~
.' ~ . ~ iz Rc +50
sia~8o
O
~~
`~'iS '~ !NG PIP'S ` _`~ 72' Y 40' C"/IP
i`JE~~~ PLPE SIZEe ~~'' Y. ~0' Civ1P (BCCS)~"J~AIN~
PI°E TO -= LA!~. ~0N A =5° SK;~ ~~,,
- ~ I~~~% FA~~
i4
1~
a
~1 5 1~J 1~ 2~
Temporary erosion control
de .ices are not shcv,n, but
wail be installed as needed
25 3D 35 42 45
PROPOSED Io0% SCOPE
5P 55 E~
SURVEY DATE: 02-13-08
CONDUCTED BY: JR,DB,SC
DRAWN BY: J. WOOD