20011622 Ver 1_Complete File_20011107

O?O? W ATFRQG Michael F. Easley
` Governor
co William G. Ross, Jr., Secretary
>_ Department of Environment and Natural Resources
a Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
December 31, 2001
DWQ# 01-1622
Buncombe County
Roger D. Bryan
North Carolina Department of Transportation
P.O. Box 3279
Asheville, NC, 28802
APPROVAL of 401 Water Quality Certification
Dear Mr. Bryan:
You have our approval, in accordance with the attached conditions, to place fill in 145 linear feet of streams in order to
pave SR 2796 (Upper Rock Creek Road) in Buncombe County, as described in your application received by the Division of
Water Quality on November 7, 2001. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3289, which can be downloaded from our web site at http://h2o.enr.state.nc.us .
This Certification allows you to use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers.
In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will
expire when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506'(h). For this approval to be valid, you must follow the
conditions listed in the attached certification as well as the additional conditions listed below:
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Max Haner or Mike Parker in our Asheville Regional Office at 828-251-6208 or Cyndi
Karoly in Raleigh at 919-733-9721.
Sincerely,'
Gregory J. horpe, Ph.D.,
Attachment
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
011622
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name NCDOT - SR 2796 County Buncombe'
Project Number 01 1622 County2
Recvd From DOT Region Asheville
Received Date 11/7/01 Recvd By Region
Project Type road improvement
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F _F 14 Stream P-1'7 OO N ? 9-19 F C TR 30,801. F_ ?''`145,C10
F_ P7 ON F_ F_ r
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y * N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: DQ Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 353039 Longitude (ddmmss) 821517
Comments:
This eject will im rn ove (widen and pave) approximately 2.6 miles of ncsr 2796 (Upper Rock Creek
Road) in Buncombe County which will include the extension of 10 existing road crossings to total 145
L _F_ of culvert. Much of the road is cut into the_side_of an embankment which will make widening-
difficult on the roadside opposite the stream. Where additional bank cuts are not viable, additional
erosion and sedimentation control measures should be taken to minimize the impact. As long as
erosion control measures are implemented to minimize stormwater impacts, there should be no
problems with this construction. It is recommended that the general certification be issued.
cc: Regional Office
Central Office Page Number 1
Triage Check List
Date: lL • 6- D 1- ,
_
To: ?RRO Steve Mitchell ProOd Name CDo7 2-7%
?FRO Ken Averitte DWO Project Number oil ('02-2-
?WaRO Deborah Sawyer Coui ty -6U4 V-a"LJ-a-
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
OARO Mike Parker
?MRO Pefe Colwell
From: 2201 Z11L Te one (919) 733- (7 f?(p
The file attached is being forwarded to you fuyour evatiabom Please call if you need
assistance.
.Stream length impacted
? Stream determination
? Wetland determination and distance JD blue&i--.sunace wars on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamiilco, Csdarrba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and oC wetland mi5gafm sites mailable and mate?
? Check drawings for accuracy
? Is the application consistent with pre--apmaeefrigs?

"tie
.i

d?.STo 0 1 1622
Man
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR
PO BOX 3279, ASHEVILLE, NC 28802
November 1, 2001
SECRETARY
Mr. Steve Lund
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Subject: Nationwide Permit #14
SR 2796, Upper Rock Creek Road
Buncombe County, NC
Dear Mr. Lund:
I have enclosed a straight-line diagram with erosion control plan, a PCN application for
NWP #14, and a vicinity map relative to the proposed project on SR 2796, Upper Rock
Creek Road, Buncombe County, NC.
Upper Rock Creek Road is currently a 14-16 feet wide gravel road. Division of
Highways plans to pave the road 18 feet wide and increase the typical section. Grading
will be heavy. Whenever possible, widening will occur on the side opposite the streams.
We propose to extend 10 existing culverts on unnamed tributaries to Broad River and
Rock Creek. Total culvert extensions will be 145 linear feet with no more than 30 linear
feet on a single unnamed tributary. Existing channel morphology will be maintained
upstream and downstream of the culverts. The culverts will be placed below existing
streambed elevation. Riparian vegetation will be reestablished along disturbed areas
associated with the culvert extensions. Stormwater will be diverted through grass-lined
ditches or vegetated buffers prior to entering streams.
No significant effect on federally listed species (threatened or endangered) or their
habitats is anticipated.
By copy of this letter, we request Owen Anderson, North Carolina Wildlife Resources
Commission Mountain Region Coordinator, to comment directly to the Corps concerning
the permit request.
F
T
Mr. Steve Lund
Page -2 SR 2796, Buncombe County
November 1, 2001
By copy of this letter, we are asking Ed Ingle, Area Roadside Environmental Engineer, to
comment on the above project. Temporary encroachment into the buffer zone of the
Broad River and UT's to Rock Creek will be required for the project at the following
stations: Broad River 12+00 to 16+00; UT's to Rock Creek 49+00 to 57+00, 87+00 to
101+50, 106+00 to 129+00, and 138+00 to 143+00. The stream is classified as a trout
stream. Please provide a plan evaluation for submission with a buffer variance request to
NCDENR Land Quality.
By copy of this letter, I am forwarding seven (7) copies of the application package to
Cynthia Van der Wiele, NC DENR, Division of Water Quality, 401/Wetland Unit for
review and comment. A $200.00 check is enclosed for application processing. Please
forward comments directly to the Corps with copy to Division 13 Environmental Officer.
Your earliest consideration for this request would be greatly appreciated. If you have any
questions or information needs, please contact me at [phone].
Sincerely,
0, af -
Roger D. Bryan
Division 13 Environmental Officer
Enclosures
cc: F. D. Martin, P.E.
K. A. Wilson, P.E.
Matt Taylor, P.E.
Ed Ingle
Owen Anderson
Cynthia Van der Wiele
Mike Parker
Office Use Only: 0 1 16 2 2 Form Version April 2001
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.
1. Processing
Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 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
Owner/Applicant Information
Name: NC Department of Transportation
Mailing Address: P.O. Box 3279
Asheville. NC 28802
Telephone Number: 828-251-6287 Fax Number: 828-251-6394
E-mail Address: rdbo an(c?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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 8
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 2796 Upper Rock Creek Road
2. T.I.P. or State Project Number (NCDOT Only): 6.842181T
3. Property Identification Number (Tax PIN):
4. Location
County: Buncombe Nearest Town: Black Mountain
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): SR2796 is located off of NC 9
approximately 9 miles south of Black Mountain.
5. Site coordinates, if available (UTM or Lat/Long): 35°30'39" W 82°15' 17" 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:
Existing secondary road
7. Property size (acres): 14.6
8. Nearest body of water (stream/river/sound/ocean/lake): UT's to Rock Creek
9. River Basin: Broad
(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 2 of 8
10. Describe the purpose of the proposed work: We propose to grade, drain, base, pave and
install erosion control measures for SR 2796 (Upper Rock Creek Road). We propose to
extend 10 existing culverts. One UT to Broad River and seven UT's to Rock Creek will be
impacted The culverts will be installed to insure aquatic life passage within the streams.
11. List the type of equipment to be used to construct the project: Excavator, backhoe, and
trucks.
12. Describe the land use in the vicinity of this project: Rural, homes and wooded.
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: No no future plans
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Page 3 of 8
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, till,
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: 0.0
Total area of wetland impact proposed: 0.0
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
Sta. 14+53 Culvert 10 UT to Broad River 2 ft P
Sta. 29+60 Culvert 10 UT1 to Rock Crk 2 ft P
Sta. 78+20 Culvert 15 UT2 to Rock Crk 1 ft P
Sta. 91+50 Culvert 10 UT3 to Rock Crk 1 ft P
Sta. 101+50 Culvert 20 UT4 to Rock Crk 2 ft P
Sta. 123+50 Culvert 20 UT5 to Rock Crk 3 ft P
Sta. 127+70 Culvert 10 UT5 to Rock Crk 3 ft P
Sta. 132+50 Culvert 20 UT6 to Rock Crk 2 ft P
Sta. 134+00 Culvert 20 UT7 to Rock Crk 2 ft P
Sta. 141+50 Culvert 10 UT7 to Rock Crk 2 ft P

* 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, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapduest.com, etc.).
Page 4 of 8
Cumulative impacts (linear distance in feet) to all streams on site: 145 feet.
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,
bay, ocean, etc.)
N/A

* 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.):
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.
The existing secondary road must be improved to meet current safety standards for paved
roads The culvert extensions requested are the minimum necessary to establish an appropriate
typical section for the roadway. Riparian vegetation will be established on disturbed areas
associated with the project construction.
VIII. Mitigation
Page 5 of 8
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/sti-i-ngide.htm].
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.
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 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:;'"/h?o.enr.state.nc.as/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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Page 6 of 8
R
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X 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 X
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 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 3U teet perpendicular from near oanK or cnannei; cone i extenas an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
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.
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.
The existing compacted gravel roadway acts as an impervious surface. Paving of the roadway
should eliminate sedimentation from fines associated with gravel surface treatment. The
roadway surface will be 40% of right of way area. Stormwater will diverted through settling
basins or grass lined buffers prior to entering the streams.
XII. Sewage Disposal (DWQ Only)
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
Yes ? No X
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).
With regard to hazardous spill basins, the road is not classified as an arterial route, therefore
hazardous spill basins are not required. The stream is classified as trout.
1VoIA;
Applkant/Agent's Sioature i /Oate
(Agent's signature is valid only if an authorization letter from the applicant is provided.
Page 8 of 8
e ?
7
1
???

r
r
ion/ 1
.-r r
fJ ?
q1
a
207 (c-
1 ?
ti
r
f ZqO? 1 ?'
T-/184-2
?? 3000
o G ?(
1

v
BUN OnB,
ORI
797
LHT
J n . EGIN PROJECT:
(? \
\l J\ )? ??: o ? ? _x2515,%/
.x 3325
29 lvit feasa?i
END PROJECT i -,
110,
IVI
3000
77-
Vicinity Map: SR 2796, Upper Rock Creek Road, Buncombe County, NC ( Black
Mountain, Moffitt Hill, Bat Cave, Lake Lure Quadrangles. Scale 1:24000).

N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT: S.R.2796, UPPER ROCK CREEK.
LOCATION: FROM S.R..2797 TO E.O.M.
WORK TYPE: GRADE,DRAIN,BASE,PAVE&E.C.
WORK ORDER: 6.842181 T PRIORITY:2F
COUNTY:BUNCOMBE TOWNSHIP: BROAD
RIVER
DATE:OCT.25,2001 SCALE:1 "=50'
NOTES: R/W= 50' PREPARED BY: J.P.F.

.
EROSION CONTROL
DETAILS AND SPECIFICATIONS
Std. # Description
245.03 Temporary Silt Ditch----------------
245.05 Temporary Diversion--------------
893.01 Temporary silt fence-------------
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
Symbol
TSD
T D
_W
Temporary Slope Drain with Earth Berm-----
Silt Basin Type A------------------------------
Silt Basin Type B------------------------------
Temporary Rock Silt Check Type A-----------
Temporary Rock Silt Check Type B-----------
Temporary Rock Sediment Dam Type A-------
Temporary Rock Sediment Dam Type B--------
Rock Pipe Inlet Protection-------------------- s
Pipe Outlet Energy Dissopotor----------------
Rock Silt Screen-------------------------------
Stilling Basin-------------------------
vl?
Rock Inlet Protection:
896.02
896.03
Type A--------------------------------------- AU
jx?
Type B--------------------------------------- `_'13
Type C--------------------------------------- C
gc?
Erosion Control Matting--------------- ECM
Fiberglass Roving---------------------- FGR
r
?z
( S.B. 5 )
( S.E
NOT TO SCALE
CHECK EVERY SraW EVENT AND
CLEAN OUT WHEN HALF FULL
600 CUBIC FEET PER ACRE
LENGTH OF DISTURBED AREA 100'
3' ._
2'
(S
DESIGN FOR SILT BASIN
3 7•
2' 1 (
3
2
( C
., I
?3'
I
2'
( S.B. 28 )
'?*l
LENGTH OF DISTURBED AREA 300'
LENGTH OF DISTURBED AREA 200'

LENGTH OF DISTURBED AREA 400'
ROADWAY DITCH AND MEDIAN LINING GUIDEL
IVES
Percent of Grade Type of Linino Recommended
Suaw and Tack
2 -•?':rosiori- Control Mardno•
3
4 SYnthetic Roving
5
greater Stone
EROSION CONTROL. PLAN SHEET
Silt fences and temporary silt ditches shall be installed after clearing and
before grading.
Temporary stone ditch checks shall be installed as soon as ditch-line is
established.
Pipe outlet and inlet protection will be done as soon as the pipe is installed.
Silt basins (Type B) will be constructed to the dimension of nine feet by
three feet by two feet unless otherwise noted on plans. (See SB-9 on
dimension sheet)
Seeding and other permanent erosion control measures are to be
implemented as soon as practical.
Temporary rock silt checks (Type B) will be spaced as required by percent
of grade.
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock silt
screens will be used.
2) Remove material and existing pipe while limiting, as much as possible,
material and sediment from entering the stream and/or escaping from the
project.
3) Prepare pipe foundation while again taking care to limit, as much as
possible, material and sediment from entering the stream and/or escaping
from the project. Where possible, new grade will be below the existing
streambed. 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 measures.
6) Establish permanent vegetation as soon as possible.
4 15
14
ITW
26'-30' CMP
REP W./40'-30' CMP
WOODS
Ili iAg
1 5"71
13
CLINTON E. & FRANCES HALL
OB. 1310 PG. 97
300 ROCK CRK. RD.
BLACK MTN.28711

in
v l i i v
12
9 /0
20'-15' MP I
REP W./20'-15' CMP
W000 OVERFLOW 8' SOIL DR.
I
TROUGH
S.F.
FALLOW
FALLOW
I I
UPPER ROCK CREEK
SR. 2796
BUNCOMBE COUNTY
OCTOBER 2001
to
?`? GHQ ( 9
FALLOW 1
I
I2' GR. DR.
6
ZZ-
I
8
SHEET r

20
19
18
PASTURE
26'-18" CMP
REP W?407-18" CMP-`
WOODS
17
LUNY & RUBY GILLIAM
DB.1454 PG. 201
825 ROCK CRK. RD.
BLACK MTN. N.C. 28711
16
15
WOODS
i ?a7l I?I SHEE7-
LAWN
8 r
j
ICI
g?
FALLOW
PEARL GILLIAM BRIDGES
DB. 2408 PG.899
C/O PATSY OWENBY ET.AL.
?n 125 ROCK CRK.RD.
BLACK MTN. N.C. 28711
IO 8
I
I I
I
I
rr,
?n
v
,25
24
WOODS
1 11
CL
Ln
v
23 STL.&TIMB
BRIDGE
LUNY & RUBY GILLIAM
D13. 1454 PG. 201
SOIL
I
22 T
- J
9' GR. DR.
V
21 ;I
PASTURE
20
/0 1 1
9
LC
Ln
v
WOODS
+18
13
- c/
9 II ASPH.APRON
_ +81
13
I
PEARL GILLIAM BRIDGES
DB.2408 PG. 899
IX
IX
? gal,..
SHEET 3
3 ® SHEET 4
ml // 9I
30'-72' CMP I
EXT. 10' l,' t
29
FALLOW
28
VIRGIL L. & WILLEENE GILLIAM
DB.1392 PG. 169
841 ROCK CRK. RD.
BLACK MTN. N.C. 28711
27 30'-12' PL.
REP W./30'-15' CMP ?I
91
26
WOODS
LUNY & RUBY GILLIAM
OB. 1454 PG. 201
91

WOODS
PEARL GILLIAM BRIDGES
D13.2408 PG. 899
WOODS
25
?35
34
33
22' ROCK CULV.
REP. W/40'-24' CO
WOODS
JOE WATSON GILLIAM
D13.0000 PG.000
877 UPPER ROCK CRK. RD.
BLACK MTN. N.C. 28711
32
31
30
WOODS

-I
m
N I
91
J

?n
v
WOODS
JOE WATSON GILLIAM
D13.0000 PG.000
WOODS
SHEET 5
A0
39
38
1 91
LAWN
8' GR. RD.
FALLOW
JOE WATSON GILLIAM
DB.0000 PG.000
I
37 24'-18" CMP _
REP. W/40'-18" CMP /0
\? I
36 (,-3
WOODS
CC
Q-I
i
3-S-B-W
35 1 ,
9
i
S
?x
Ix
III
FALLOW
X I FALLOW
x
JOE WATSON GILLIAM
DB.0000 PG.000
ex
<y?
+23
m
WOODS
G'
Ln
ll'
SHEET 6
145
44
43
42
41
40
I9 9I
I ` FALLOW
I
I
I
I +33
I 19'
20' GR. RD.
I -
1811
WOODS I
I
28'-15' CMP
REP. W/40'-18" CMP I /0
WOODS
JOE WATSON GILLIAM
9 I DB. 0000 PG. 000
JOE WATSON GILLIAM
DB.0000 PG.000
al
Y
v 9
0
STEPS fn
ROCK& CONC
DO NOT DISTURB
18I
LAWN
FALLOW
( I J
J J
Q
I ?
N
GR VEL AREA/
I FALLOW
9' GR. RD.
SHEET 7
?50
49
48
47
46
WOODS
WOODS
JOE WATSON GILLIAM
DB.0000 PG-000
WOODS

Q? p ? ' .aooz
?i
-9 .9 AQ?
i
8 2-0,
JOE WATSON GILLIAM
DB.0000 PG.000
WOODS
i
YI n
?i 9
8!
TELE.&PED.
+34
19'
FALLOW
SHEET 8
45
55
54
WOODS
i,o„
?II 1
40'-24' CMP
PROPOSED
I
'y 19
THOMAS M.JORDAN i
DB.1264 PG. 295
1628 MALLARD BAY DR. r
YORK S.C.29745 !
53
52
40'-24' CMP ?I -
PROPOSED
WOODS
i
V
?! II
-'„a,
9. i
1 N'l?
v I ?
51 • 8 9 1
1
!
JOE WATSON GILLIAM !
D13.0000 PG.000 !
WOODS !
+29
12'
5V ?l?nRl
SHEET 9
WOODS
THOMAS M. JORDAN
DB.1264 PG. 295
--S.F.
WOODS
+58
14'
S.F.
WOODS
I I
WOODS 7 9
HOWARD C. & SHARON BECKER I WOODS
OB. 2367 PG. 519 30'-18'CMP 1
EXT. 10' r _
1I `40
I
59
+77 ! 8 /!
19' I
EIP ll I I ?
58
57
WOODS
?I
I
MP
PROP. 40'-24' CMP
i
THOMAS M. JORDAN
DB.1264 PG. 295
Ln
v
56
55
WOODS

i
WOODS
? I +18
17'
EXIST
TURNOUT +05
8
I ?
v-
I
- 1#
+74
15'
THOMAS M. JORDAN
DB.1264 PG. 295
WOODS
SHEET /0
I
.65
PAUL & MONA IM
DB.1600 PG. 690
934 ROCK CREEK RD.
BLK. MTN. N.C. 28711
64
5M
I
40'-18' CMP
I?
I
I
+40
14'
WOODS
r
30'-15' CMP
ROCK CAVE RD. II
14' GR. III
II
63 ¢I ,?
ire
v
62
HOWARD C. & SHARON BECKER 22'
DB.2367 PG. 519
677 PALISADES DR.
MT PLEASANT, S.C. 29464 I
61
60
WOODS I r I //
71
WOODS
I
I
EXIST
TURNOUT
I
9?
+80
1a
I ?
Iv
L'A
1
9
WOODS
PAUL & MONA IM
DB.1600 PG. 690
934 ROCK CREEK RD.
BLK. MTN. N.C. 28711
SHEET //
7 0 SHEET I2
CHARLENE & SAMANTHA RUFF
DB. 2201 PG. 292
2736 SUPERIOR ST.
COLUMBIA,S.C.29205 WOODS
69
WILLIAM T. & MICHELLE E. HARDIN
D6.2207 PG.841
+58
14'
Fe-
I
BETTY K. TIMMERMAN
013. 2210 PG. 080
805 MACK EDISTO RD.
SWANSEA,S.C. 29205

in
v
En
v-

68
67
SHANE DALTON & MELLISA W. COLBATH
DB. 2307 PG. 837
940 ROCK CREEK RD.
BLK. MTN. N.C. 28711
WOODS
66 ?8
+64 I
12'
PAUL & MONA IM I
D13. 1600 PG. 690 I
65
I
+73
14'
WOODS
?a ? PAUL a MoNa IM

DB.1600 PG. 690
`75
I ,3
1 9{
WOODS
I 1

I
I

1
I
30'-I MP I
EXT. 10' =I
74 A
a 8
„I
I
RONALD W. & NANCY ERICKSEN
DB.2259 PG.877
30 ARDIS LANE
HENDERSONVILLEAC.28792 C
? rr
r
En in

73 WOODS I A
72 ? A I
CHARLENE & SAMANTHA RUFF
DB. 2201 PG. 292
+20-o-
19,
71 1A
WOODS
70
A{9
WOODS
+55
12'
TO
SHEET l3
WILLIAM T. & MICHELLE E. HARDIN
DB.2207 PG.841
2200 NORCROSS PL.
CHARLOTTEAC.28205
WOODS
8 Q I I 9-F71 I SHEET 14
JAMES T.& LAURA H. BEARD
DB. 2259PG. 888
6141 LAKE RD.
CHARLOTTE,N.C. 28227
WOODS
79
+57 i
20' EIP
25'-24" CMP `
LEAH L. McGEE EXT. 15'
D6.2265 PG. 698 -->------
424 STOCKTON RD. +18 I
FOUNTAIN INN, S.C. 29644 21'
78
35'-18" CMP
9
77
DONALD PARNELL JR. & JEFFREY EVANS I
DB.2234 PG.479
2307 BYRD ST. I
RALEIGH,N.C. 27608
? I
in
v
76 1" 1 ; -11
WOODS
RONALD W. & NANCY ERICKSEN
DB.2259 PG.877
75 1 '
i'
i
i
i
WOODS
NOAH E. & LOUISE P. HOLTON
DB. 1441 PG. 290
S.F. 312 RIDGE MANOR DR.
LAKE WALES, FLORIDA 33853

L
v
+82
14' D
WOODS
WILLIAM HARDIN
DB.2207 PG.841
I
-85
WOODS
84
ALLAN K. & MARY A. MILLER
DB.2207 PG.830
1120 PARKWAY DR.
MT. PLEASANT, S.C. 29464
WOODS
83
io-
I?
SHEET 15
(
WOODS
I
1
81?
1 PAUL THURSTON
DB.2260 PG.008
4576 12TH. AVE. N ST.
S.F. ST PETERSBURG FL. 33713
'V 1 917
I I
1 _
82 7 1-?j- +95
36'-18" CMP 14
EXIST
EXT. 4'
Tom-- URNOUT
1 WOODS
JAMES T. & LAURA H. BEARD 1
DB.2259PG.888
1 ?I Iv I
81 1981
80 ?I 7 NOAH E. & LOUISE P. HOLTON
1 I EXIST
TURNOUT
?I I
WOODS ( 1? +32
1 1 15
OB. 1441 PG. 290
312 RIDGE MANOR DR.
LAKE WALES, FLORIDA 33853
90
WET WEATHER
SPRING y
I
+46
22'
i
89 WOODS I V
BARRY R. & RITA WILSON
DB.2200 PG.373
9621 SAINT BARTS LANE
HUNTERSVILLEAC. 28078
88
I ?i 9

87 IIf
ALLAN K. & MARY A. MILLER
DB.2207 PG.830 Ln
v
WOODS
86
45'-30"CMP 1
_ SHEET 16
6 I I 32'-15" CMP
EXT. 8'
WOODS
I EXIST
?I TURNOUT
I
to

9
71-
i..
WOODS
S.F.
+37 PAUL THURSTON
15' DB.2260 PG.008
n,
%n
v
WOODS
85 Vi
95
94
'I'1

?' s s I

all - rr

I ?
v I
93 I ?i 8
ROBERT W & VICKI BENOIT
D13.2204 PG.051
P.a. BOX 51
TRAVELERS REST, S.C. 29690
92
1
2' BR.
30'-18" CMP
EXT. 10'
91
90
WOODS
WOODS
i
i
i
i
71
SHEET 17
JAMES R. & LOIS COOK
06.2240 PG.283
4822 DOGWOOD PL.
CHARLOTTE, N.C. 28212
WOODS
+35
16'
7I
I?
Ik +o
it
i
JEFFREY L.& AMANDA HATHCOCK
D6. 2273 PG. 120
17008 KNOXWOOD DR.
HUNTERSVILLE,N.C. 28078
WOODS
.. '100
ERNA D. BAKER
DB. 1789 PG. 322
99
' i 9 9
+82
F371
S.F.
rl9
EIPl-11
+95
2 T'
98 TO
ROGER & ELOISE JOHNSON
OB. 1702 PG. 691
P.O. BOX 314 l
BAT CAVE, N.C. 28710
N ?
? I
Q
97
96
+s4
23'
ROBERT W & VICKI BENOIT
95 DB.2204 PG-051
8 1-t-1
2' BR.
i
PE 3'-SR-F
+16
14'
9. i
ALEXANDER B. KISIN
06.2265 PG. 692
11606 TOULONE DR.
POTOMAC MD, 20854
9r
30'-18" CMP
EXT. 10'

SHEET 18
JAMES R. & LOIS COOK
D6.2240 PG.283
:105 1 IV 30'-36' CMP ?
EXT. 10' T''
104
WOODS
103
ERNA D. BAKER
DB.1789 PG. 322
200 ROCK CRK RD.
BLK. MTN. 28711
102
C?
v

V
I +98
9 + I 16'
'X
JOEL A. BROWN
N DB.2458 PG. 077
x? 18859 VINEYARD POINT LN.
CORNELIUS, N.C. 28031
11
?x
8I
IX
1
IX FALLOW
I /
I X FX
4X3,
2 /
I /
9
I'
?! 9
20'-42' CMP
?ZEXT.20' I
+43
17 I
WOODS I
101 1 ,
100 1 vi
3' CRK.
PASTURE
ALEXANDER B. KISIN
S.F. DB.2265 PG.692
SHEET /9
' ' 9 110
109
WOODS
/0
I
I
I If
WOODS

108
EUGENE NELON
DB.1366 PG. 184
RR 19 BOX 32
HENDERSONVILLE, N.E. 2$782
25'-18' CP
REP. W/40'-247C
107
106
WOODS
ERNA D. BAKER
DB.1789 PG. 322
105
PI NO SPILL
a /0
AP,
?I8
I
+57 I
20'
16, 40'-18' CMP
SOIL ACCESS
RD. II
- I
S.F.
JOEL A. BROWN
D8. 2458 PG. 077
WOODS
SHEET 20
[115
1 11 114

/o /0
WOODS
25'-18" CMP I
REP. WITH 40'-24"
I
18/0I
+87
5
ANGELICAK THEVOS
DB. 1585 PG. 090
3006 WATERWAY BLVD.
ISLE OF PALMS, S.C. 29451
113
?n
v
WOODS
r
I?
Ln
v
MICHAEL J & RAPHELIA MEDLIN
DB. 1238 PG.497
330 ALMSTEAD CV
CORDOVA, TN. 38018
III i
I I WOODS
CARMON GORANSON I i
DB.1174 PG. 296 I
1220 NEW FOREST CIRCLE
NOKOMIS, FL. 34275 40'-24" CMP
112
0'-24" C M P
7 /I
REP. WITH 40' _
/I
14' MTL GATE
V? 9
21' I I JOEL A. BROWN
11 r' /0 9 I D13.2458 PG. 077
EUGENE NELON
DB.1366 PG. 184
RR 19 BOX 32 I I
HENDERSONVILLE. N.C. 28792 I WOODS
WOODS I
I -?- +20
I 13
110
SHEET 2/
WOODS
S.F.
. 1 1 .120
119
118
ANGELICAK THEVOS
DB.1585 PG. 090
117
116
WOODS
V,
°'
SHEET 22
I WOODS
+76 ` GREGORY S. & GLORIA COCKMAN
20 I DB.1585 PG. 037
20 I 2001 BETT MARLN
WINTER PARK, FLA. 32789
I
!` l
40'-18" CMP
4-vl:
8u is

1 +14
J-2-7' EIP
3I
+g3
I(? 14'
30'-24'
EXT.
115
WOODS
MICHAEL J & RAPHELIA MEDLIN
DB.1238 PG.497
r
I7 0
+69
17'
WOODS
SPRING I
OUSE
+GI
17
I
I
" `125
JAMES L. & JACKIE HA
DB.1243 PG. 664
124
Woo
123
ANGELICAK THEVOS
DB.1585 PG. 090
122
121
WOODS
120
v
201-15' PLASTIC
I
11

WOODS
71
i
81
GREGORY S. & GLORIA COCKMAN
DB. 1585 PG. 037
53
10'
I yrs..
v
WOODS
'0
+85
12'
i
SHEET 23
SHEET 24
130 1 1 „ 8I i
WOODS
JOSEPHINE H. BOWERMAN
DB.1243 PG. 661
230 McGUIRE LN.
CINCINNATI, OHIO 45215
129
128
127
3' CRK.
WOODS
126
JAMES L. & JACKIE HALL
DB.1243 PG. 664
BLUE RIDGE RD P.O. BOX 23
BLK. MTN., N.C. 28711
125
Ln
I yId71
+77
T7 7
III
1 91
GREGORY S. & GLORIA COCKMAN
DB.1585 PG. 037
URN
` AR UND1
J
I
WOODS
3 I
I
I
Cr
S.F.
WOODS
30'-48" CMP
EXT. 10'
.? 13 I 'V 178 IV I SHEET 25
WOODS

WOODS
134 +12 78
20'-I8' CMP L
I
133 WOODS
86 ` GREGORY S. & GLORIA COCKMAN
06.1585 PG. 037
rr-
JOANN F. SURRATT
DB.1513 PG. 665
20 POLKVILLE RD.„ a
SHELBY, N.C. 28150
WOODS
.201--ix #4p
I 2
10`
f
132 88
•
FALLOW I
S.F.
2' CRK.
131 •?98 k7l
+77 EXIST.
JOSEPHINE H. BOWERMAN I TURNOUT
DB.1243 PG. 661 I 1
ELIJAH HALL RD.
12' GR.
WOODS
130
+05
23'
WOODS
..1.145
144
143
WOODS
'I{ 9-

I ri
yI
II
71 `r
SHEET 27
WOODS
+23 EXIST.
TURNOUT
7Ir 1
GREGORY S. & GLORIA COCKMAN
DB.1585 PG. 037
CLINTON E. & FRANCES HALL
DB.1243 PG.662
4 2 PROP. 20'-18"
CMP
10' SOIL
30'-18" CMP
REP. W.40'-24"
_ J
141
WOODS
14+14 EXIST.
TURNOUT
7I
12'+/- CRK.
I i
I //
0 l y
WOODS
140 1 ,81
.'? I S o ? "'r., T ? I SHEET 28
i
WOODS
WOODS
149 +85 EXIST. I_
TURNOUT
148
WOODS
i
i

CLINTON E. & FRANCES HALL
D13.1243 PG.662
147
I-
=r
?I96?
U-) GREGORY S. & GLORIA COCKMAN
DB.1585 PG. 037
WOODS
146
WOODS
YI
in
61
+58 EXIST. I '
TURNOUT

30'-18' CMP
EXT. 10'
/
145 1 y'9
• I 'A
WOODS
r-_
1 J
CEMETERY
' 1"01
MGR. DR. J
151 \
r n
CLINTON E. & FRANCES HALL
DB.1243 PG.662 N I
cr-
in 1
I
WOODS
150 1 y
SHEET 29
WOODS
STA. 151+00
END STATE PROJ.
/ SOIL R.
GREGORY S. & GLORIA COCKMAN
DB.1585 PG. 037
WOODS
(r
7
i
?
?
lib} \ ReAwdf ( /`
..? '
-
PAYNES I
t \ -/
'
® •F4.4 BRUSHY J" /
I O
KNOB •, \
• AOWN& p
KNOB

/ I O
BM T/N
?
R
sd
? I '
\ MONiREAT /
,
r
ar
sun??.4...n 1 _ _ l _ / • t ?

1 I
SWAN
1 NOA CAP
\ \
/ J 2.0
C /b
® ® 70

/ .
I YU?.?t \ ?
? peer

GwaTeM ? 6
® r \ 91ar1t ', bayv4nwt '. I ?
9 BUCK I
J •
70 ?.`. i ?I••-i OUNTAN' / /
PW. 7,337 1 , EVANS j
' / / J , KNOB
7CA j ?I \
•
SWAN
NANO?i
; - /?
-
T

LAKEY
BIG FLATS FLAT TOP NtP 'V/ !MF' / \
J KNOB ,• -_
MTN, MTN Yl•D
/JESSES HIGH

\? TOP MTN.
°. \ \ '\
\
VA
C
\
O
p / I I
•
1M s O
pNO .
\ o
To aflt

`
1
. 1 -'`
- - R
T

D MVCN. / INE•
S

Fort
r N.
OSS M
C
• r

\ I

2784 $Drlnq Min, 2776 -

\ 2786
O '
? • ?, `
9
\

Ch.
D' '•• .

I -'b
DUTCHMAN RIDGE

\
¢
277. _
/'•?.
Cfpy' \
\ EDetn
a
\ e

\ 4

27SS .r - Jf4 Ch.
'\ 111
t 2807
805
a
2791
\
\
• 2
2790
\ '
J ) •
-
.
I • \
•\ 2832
?.
2we •
*
•
.6
.4 •2. ., '.1 ...3 Bro cn _ _
2793
`
\
•
gy
+
+' \ 2789 J Ch. •0
2786
O \
.• - \
' \
\
2b06•
•`a? CARREN MTN. 2806 2850 "\
? •2791 '.
Laurel Springs 1
- •9 '\
2810 2eO6
" / Stone MTh. 2795
\ • 2796

..6 . Cry
= Pleasant -w q
Ch. \.. • ?' \
i FWnM• \'-? Ch. %
''
/a !
2809
'
J •10 2811 2812 204
_1v I
[ 9
MON133AT
2813 \
Q
urru nsmw ) \
:2913
.
MTN
•
2796
/
\
. 1
f= .
?? 2803 '
30
2.7 3r
l
74 \
10
f HICKORYNUT
P \ .2 2SM
31444
1 / GA
• ? N
BARNHILL
N
14 1 '\ /
2
Yi•\MTN. 3 IV i

' 2wi 27N
\ti \
RIDGE \. 9
\9
•?N\ L
\ \
: ,6? HARRIS MTN.
• O
_ C
Baia Mrn, ELEV. 3829

/ 4 <
23
/ Q.

/ 3 2000 • 22"
Q
S
N J 1600 - 1879
a
V ? ?
NOTE: MAP INCLUDES ONLY STATE MA[NTAINED ROADS
OR IMPORTANT NON-SYSTEM ROADS.
MILEAGE NOT SHOWN ON FRONTAGE ROADS.
ROADS SHOWN AS OF SEPT. 1. 1996.
1=00 - 1497 4'( 2400 - 2594 T
-ems
1100- 3052-3x37n00
1154 3" - 3636
n
KEY TO COUNTY ROAD NUME
ALSO NUMBERS 1001 1002. 10M..
IF INCORRECT RETURN TO
NC DEPARTMENT OF TRANSPORTATION
TNT-,7TQThM 1-3 -)pF CE
8282516136
WARRANT NO. 8` 9og
INVOICE NUMBER
SR 2796
,? , 0?
INVOICE DATE
11/01/2001
INVOICE AMOUNT
$200.00
DATE 11/01/2001
NET AMOUNT I
$200.00