20041025 Ver 1_COMPLETE FILE_20040623

08/21/2004 05:25 8282625977
SKYLINE SURV+PYOfiS, P.A.
P.O. Box 442, 819 West King Street
Boone, NOrth Carol/na 98807
828.262.5077 FAX
828-262.3353 PHONE
Tofel papas, hClud/ng Cover shoal:
SKYLINE SURVEYORS? PAGE 01
7-33 M?/?L LZOUR SHEET
COMMBNTS:
AUG-23-2004 MON 13:26 TEL:[phone] NAME:DWQ-WETLANDS P. 1
u wFvvnu („_J Reply ASAP/ U Please comment/ D Please review/
For your Inforlnat/oM
08/21/2064 05:25 8282625977
(f / „
SKYLINE SURVEYORS
July 29, 2004
PAGE 02
. - F_ ...'T wllV' JL0*LAv11 w1UA tvrr. 1J4ry11 Lamb-IJ WQ- Winston Salem Regional Office.
We are asking that our application for the above referenced project be considered as a
courtesy application rather that one for full review. We were issued a Corps of Engineers
Permit NW39 on June 22, 2004. Per Mr. Lamb and after a review of the general
certification for projects eligible for NW39 permits ( WQC# 3402), the guidelines
necessary for us to comply for general certification. The project will follow the
conditions as outlined in WQC#3402. We appreciate your review and if you have
questions, please do not hesitate to call.
Sincerely,
G I
C. Neal Bare, P.L.S. L-2425
CC: Daryl Lamb-DWQ-Winston -Salem Regional Office
USAGE- Ashville Regulatory Field Office
Maston Hodges-Client
PO Box 442 • 819 West King Street • Boone, NC 28607
(Ph) 828/262.3353 (Fx) 828/262-5977 • survcnbChcisp.net
PC) Box 1294 • 3360 Tynecastle Hwy • Banner Elk, NC 28604
(Ph) 828/898-5410 (Fx) 828/898.4549
AUG-23-2004 MON 13:27 TEL:[phone] NAME:DWQ-WETLANDS P. 2
o`'o? w A r?9Q?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 27, 2004
Master Hodges
SKYMONT, Inc. Development Corp.
2551 Bairds Creek Road
Vilas, NC 28692
Subject Property: Homestead Subdivision
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Hodges:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1025
Watauga County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 149 feet of streams for the purpose of developing the Homestead Subdivision
at the subject property, as described within your application dated July 6, 2004 (received on July 7, 2004)
as revised on July 29, 2004 (received August 4, 2004. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number(s) 3402. The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of
Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
Units Plan Location or Reference
Stream 149 feet Application
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h 2o. en r. state.nc.us/ncwetlands
None Carolina
Alwallly
An Eaual ODDortunity/Affirmative Action EmDlover - 50% Recvcled/10% Post Consumer Paper
Hodges
Page 2 of 3
August 27, 2004:
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in Wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), 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
Hodges
Page 3 of 3
August 27, 2004:
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. 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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-4600.
Sincerely,
AWK/jrd
Enclosures: GC 3402
Certificate of Completion
i
n 1 , P.E.
cc: C. Neal Bare; Skyline Surveyors, P.O. Box 442, Boone, NC 28607
USACE Asheville Regulatory Field Office
Daryl Lamb, DWQ Winston-Salem Regional Office
File Copy
Central Files \
Filename: 041025 Homestead(W atauga)401

Re: DWQ Project # 041025

AUG () 4 ?0(J4
Mr. John Dorney
DWQ, Wetlands / 401 Unit
North Carolina Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
2321 Crabtree Blvd
Raleigh, North Carolina 27604-2260
WAT-Err ()tiALi T Y SEC 1 ju,
Dear Mr. Dorney,
As per my conversation with Mr. Daryll Lamb-DWQ-Winston Salem Regional Office.
We are asking that our application for the above referenced project be considered as a
courtesy application rather that one for full review. We were issued a Corps of Engineers
Permit NW39 on June 22, 2004. Per Mr. Lamb and after a review of the general
certification for projects eligible for NW39 permits ( WQC# 3402), the guidelines
necessary for us to comply for general certification. The project will follow the
conditions as outlined in WQC#3402. We appreciate your review and if you ave
questions, please do not hesitate to call.
? yc-?
Sincerely,
C. Neal Bare, P. .S. L-2425
CC: Daryl Lamb-DWQ-Winston -Salem Regional Office
USACE- Ashville Regulatory Field Office
Maston Hodges-Client
PO Box 442 • 819 West King Street • Boone, INC 28607
(Ph) 828/262-3353 (Fx) 828/262-5977 survcnbChcisp.net
t
~Ine
surveyors, pa
July 29, 2004
PO Box 1294 • 3360 Tynecastle Hwy • Banner Elk, NC 28604
(Ph) 828/898-5410 (Fx) 828/898-4549

DWQ- Project # 041025
Mr. John Dorney
D W Q, Wetlands / 401 Unit
North Carolina Division of Water Quality
401 Wetlands Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27604-2260
2321 Crab Tree Blvd.
Raleigh, North Carolina 27604-2260
Dear Mr. Dorney,
WETLANDS/ 401(;601] p
JUL d 7 2004
WATER QUALITY SECTION
In response to your letter dated June 29, 2004, in reference to the above project, please,
find enclosed the following : (1.) Seven (7) copies of revised plan showing non isolated
wetlands stream, (2.) revised Table 3, (page 8 of 12) of the application, (3) Signed copy
of application.
CC: Daryl Lamb- DWQ- Winston -Salem Regional Office
USACE-Ashville Regulatory field Office
Maston Hodges-Client
Sincerely,
C. Neal Bare, P.L.S L-2425
PO Box 442 • 819 West King Street • Boone, NC 28607
(Ph) 828/262-3353 (Fx) 828/262-5977 • [e-mail]
1 w ? }
one
surveyors, pa
July 6, 2004 FILE COPY
PO Box 1294 • 3360 Tynecastle Hwy • Banner Flk, NC 28604
(Ph) 828/898-5410 (Fx) 828/898-4549
Y F 1. L F 1I iL

Office Use Only: Form Version May 2002
2 Z ? :? ? ? E t
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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 (verify availability with NC)ARP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of -?:
Environmental Concern (see the top of page 2 for further details), check hTWUS / 401 GROUP'
II. Applicant Information JUN 2 3 2004
1. Owner/Applicant Information WATER QUALI
Name: Maston Hodges ( SKYMONT Inc. DEVELOPMENT CORP) n'SECTION
Mailing Address: 2551 Bairds Creek Road, Vilas, N.C,•,--,2.$,6,YOI GROUP
Telephone Number: 8 2 8- 2 9 7- 3 9 7 2 Fax Number: N/ A
E-mail Address: N/A
2. Agent/Consultant 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: C. NEal Bare, P.L.S.
Company Affiliation: Skyline Surveyor's P.A.
Mailing Address: P.O. Box 442, 819 West King Street, Boone, NC 28607
Telephone Number: 828-262-3353 Fax Number: 828-262-5977
E-mail Address:Survcnb9 apptechnc . net
Page 5 of 12
? r
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: The Homestead Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1980-49-0716-000
4. Location
County: Watauga Nearest Town: Boone
Subdivision name (include phase/lot number):_ The Homestead
Directions to site (include road numbers, landmarks, etc.): 105 South from Boone
turn right ©n Bairds Creek Road for 2 miles, turn
left on Homestead Drive 500 feet- on right
5. Site coordinates, if available (UTM or Lat/Long): not available
(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. Property size (acres): 58 acres drainage area
7. Nearest body of water (stream/river/sound/ocean/lake): Bairds Creek
8. River Basin: Watauga
(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/mUs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: wooded farm land being developed into
sincrle familv residental
Page 6 of 12
? T
10. ,F '- scribehhe overall pro* t in detail clud' the tyre of e?uipz ?nt tg be used: Install
inc cmp to c rry pri;iate czgive ver m s ream.
11. Explain the purpose of the proposed work. Construct access road to property
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 future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts:
None
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/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.,-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
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)
culvert Bairds Creek 2ft 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 1-800-358-9616, or online at
wrvw.us?s. ov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.to)ozone.com,
\vww.mapquesLcom, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 8 of 12
t ?
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on map)
Type of Impact* Area of
Impact
(acres) Name of
Wate)
(if applicable) Type of Waterbody
(lake and estuary,
bay, ocean, etc.) sound,

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.
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.
Page 9 of 12

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
httR:.//112o.enr.st_ate.nc.us/ncwetlands/strmaide.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.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding 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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
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:
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.
* I Impact I I Required
Zone __ Multiplier X 4:.: _-: __
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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 (required by DWQ)
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.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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1? ? ? 1?? ? ?\-??'?\? \\? ??%y `ll ` +i 'qj ?l?/? ? i/j ? _ -. I \i ,? ?.j 11 r ?,?? 1?'??1?\ ??t ? ., ??'
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w'000 r _
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6 r.e •o.rt?`• .?
7 8

25-year 1 day precipitation (inches)
Sole In MR"
0 25 SO 75 100
RAINFALL DATA MAP
-
6
5 5.5 ?6 5.5 6 6.5
-T 1- --r•? - T
r'•'..` .y u.if1
RR 570•[STROCRI«G«. SWEIII. O»I V\I,. ?I w.RRf«I r04
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Table 8.03b
Runoff Curve Numbers (CN)
Hydrologic Soil Group
A B C D
Land Use/Cover
Cultivated land
without conservation 72 81 88 91
with conservation 62 71 78 81
Pasture land
poor condition 68 79 86 89
fair condition 49 69 79 84
good condition 39 61 74 80
Meadow
good condition 30 58 71 78
Wood or forest land
Thin stand - poor cover, no mulch 45 66 77 83
Good stand - good cover 25 55 70 77
Open spaces, lawns, parks, golf courses, cemeteries, etc.
good condition:
grass cover on 75%
or more of the area 39 61 74 80
fair condition:
grass cover on 50
to 75% of the area 49 69 79 84
Commercial and business
areas (85% impervious) 89 92 94 95
Industrial districts
(720% impervious) 81 88 91 93
Residential:' Development completed and vegetation established
Average lot size Average % Impervious
1/8 acre or less 65 77 85 90 92
1/4 acre 38 61 75 83 87
1 /3 acre 30 57 72 81 86
1/2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
2 acre 15 47 66 77 81
Paved parking lots, roofs,
driveways, etc. 98 98 98 98
Streets and roads
paved with curbs and
storm sewers 98 98 98 98
gravel 76 85 89 91
dirt 72 82 87 89
Newly graded area 81 89 93 95
Residential: Development underway and no vegetation
Lot sizes of 1/4 acre 88 93 95 97
Lot sizes of 1/2 acre 85 91 94 96
Lot sizes of 1 acre 82 90 93 95
Lot sizes of 2 acres 81 89 92 94
'Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street.
source: USDA-SCS

CD

8.03.10 Rev. UM
n
100(
50(
20(

z
PEAK RATES OF (rIOC
/
( S ci DISCHARGE FOR o
-- SMALL- WATERSHEDS.
ON A STEEP SLOPE,
5(
24-HOUR STORM, ?
TYPE II V)
DISTRIBUTION LL
2C
a
x
L)
o IC
Y
Q
W
a
5
2

STEEP SLOPES
ABOVE 8%

1
0
G O
a 6
00 G?

G?

I?
?I

I

I
I
f

II
I
1 2 5 10 20 50 100
DRAINAGE AREA, A RES
Figure 8.03q Discharge vs equivalent drainage area for average watershed slopes 8 - 50
I J
'rte
I

200 500
2000
8.03.20

20000
w 10000
w
U_
0
= 5000
U)
Cr
W
a
3
LL. 2000
0
z 1000
w
J
la C
FF,?
t
L= 209a0.6
WHERE
L=HYDRAULIC LENGTH, FEET
a=DRAINAGE AREA, ACRES
500
10
20
Figure 8.03n Hydraulic length and drainage area
50 100 200 500
DRAT AGq AREA, ACRES
ationship. Uv S-DA Ac
2000
c. Compute peak discharge, Q2, by multiplying the "equivalent watershed"
peak discharge, Qi, by the ratio of the actual drainage area to the equiv-
alent drainage area:
02 = Qt x (actual drainage area)
(equiv. drainage area)
Step 5. Adjust peak discharge to account for impervious area and channel
improvements (modified hydraulic length shown in Figure 8.03r).
a. Use the top graph in Figure 8.03r to determine the peak factor for imper-
vious area in the watershed (Factor IIvtp).
b. Use the bottom graph in Figure 8.03r to determine the peak factor based
upon the percentage of hydraulic length that has been modified (i.e.,
deepened, widened, lined, etc.) to increase channel capacity (Factor HL-M).
c. Adjust peak discharge, Q2, from step 4 by multiplying by the two peak
factors.
Q3 mod. = 02 X (Factor imp) x (Factor Ht.M)

c
8.03.18

Municipal Engineering
Services Company, P.A.
Orewn Oete Cr?-Cked Oece
Joy N;
F.C: NS

o.

W
Z
InG ?y?,'
AP" ??T? CQK O PROTECT CULVERT

Lt TO PREVENT SCOUR
HOLE USE L2 ALWAYS
L2
1 STONE FILLING (FINE) CL. A 3 x Do 4 x Do
2 STONE FILLING (LIGHT) CL. B 3 x Do 6 x Do
3 STONE FILLING MEDIUM CL. 1 4 x Do 8 x Do
4 STONE FILLING (HEAVY) CL. 1 4 x Do 8 x Do
5 STONE FILLING (HEAVY) CL. 2 5 x Do 10 x Do
6 STONE FILLING (HEAVY) CL. 2 6 x Do 10 x Do
7 SPECIAL STUDY REQUIRED (ENERGY DISSIPATORS, STILLING
BASIN OR LARGER SIZE STONE).
Fig. 8.06.b.2
Width = 3 times pipe dia. (min.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVETMENTS
Step 1) Use figure 8.06.b.3 to determine maximum stone size (e.g. for 12
Fps=20" or 550 lbs.
Step 2) Use figure 8.06.b.4 to determine acceptable size range for stone
(for 12 FPS it is 125-500 lbs. for 75% of stone, and the maximum •
and minimum range in weight should be 25-500 lbs.)
Note: In determining channel velocities for stone linings and revetment, use
the following coefficients of roughness:
Diameter Mannin's Min. thickness
(inches) "n" of lining (inches)
Fine 3 0.031 9 12
Light 6 0.035 12 18
Medium 13 0.040 18 24
Heavy 23 0.044 30 36
(Channels) (Dissapators)
8.06.6 R

•
0-
,
0
-50
2 4 6 8 10 .12 1 16 18 20
Velocity in Feet/Sec.
Based on Isbesh Curve
Fig. 8.06.b.3 Max. Stone Sixe for Rip Rap
C7
Maximum weight of
stone required Minimum and maximum range
in weight of stones Weight range of
75% of stones
(Ibs.) (Ibs.) (Ibs.)
150 25 150 50 - 150
200 25 - 200 50 - 200
250 25 250 50 - 250
400 25 400 100 - 400
600 25 600 150 - 600
800 25 800 200 - 800
1,000 50 1,000 250 - 1,000
1,300 50 1,300 325 - 1,300
1,600 50 1,600 400 - 1,600
2,000 75 2,000 600 - 2,000
2,700 100 2,700 800 - 2,700
Figure 8.06.b4 Gradation of Rip Rap
Source: "Bank and channel lining procedures, "New York Department of Transportation. Division of Design and Construction, 1971.
•
Appendices
60-
P4
11 J
40-
c r- .?2 H, ii-141 :?;1?I? ? 3? r•1
li: _:7:x_1: ?}: :? .•:f".i3
P- !=14 :-:.
Rcv. 12!93
15,000
Hi 1111 1 1? -10.000
f
14
5,000
Piliz- li iri Ti-r, I' 1'. 4,1
1
• 3112. li .1 ,, r• -1,0 0
00
.,?. , 3117 - cn
- 500 L
Cr)
250 3
?? 1 1? 1?1 ?) fi 1 -100
?,
,..:. _ r4- .2..E
1
.
,
?
i I N V I I
8.06.7
t I

El
n
3 DO
Iz4.Outlet W = Do + 0.4L
a
pipe
diameter (Do) L
a
Tai w r 5De
20
10
0
1?\ 80
oc
o?PQ? 70 J
?r
oc? 60 ,, f,,. .
50 - i -
40,
1120
110 , J .-I
100
(ft3/sec)
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full, maximum tailwater condition (T. ? 0.5 diameter).
8.06.4
n
2
m
_N
W
Q
m
_a
1 CL
0
V)
JI 0
1000
11
Rev. 12/93
77W,
Appendices
• NEW YORK DOT DISSIPATOR METHOD
FOR USE IN DEFINED CHANNELS
(Source: "Bank and channel fining procedures", New York Department
of Transportation, Division of Design and Construction, 1971.)
Note: To use the following chart you must know:
(1) Q full capacity
(2) Qto
(3) V full
(4) Vto
where Q = discharge in cfs and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo at culvert or paved channel outlet
Step 2) For pipe culverts Dp is diameter.
For pipe arch, arch and box culverts, and paved channel outlets,
Do=Ao, where A.= cross-sectional area of flow at outlet.
For multiple culverts, use Do=1.25xDo of single culvert.
• Step 3) For apron grades of 10% or steeper, use recommendations
For next higher zone. (Zones 1 through 6).
2s
20 -
? 15-
CL
YLL
r_
U
O
lo-
w 5-

0 IS !6' .?' ea
5.
Figure 8.06.b.1
Rev. I ZI93
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10' 15' 20' 25'
DIAMETER (Ft.)
8.06.5
WA7F9
QG
`C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 29, 2004
DWQ Project # 04-1025
Watauga County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Skymont Inc. Development Corp
Attn: Maston Hodges
2551 Bairds Creek Road
Vilas, NC 28692
Subject Property: Homestead Subdivision
REQUEST FOR MORE INFORMATION
Dear Mr. Hodges:
On June 23, 2004, the Division of Water Quality (DWQ) received your application to impact
wetlands and/or waters to construct the proposed access road. The DWQ has determined that
your application was incomplete and/or provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application
as required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we
receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
1. Please locate all isolated or non-isolated wetlands stream and other waters of the State as
overlays on the site plan.
2. Please show the length of stream impact on a revised Table 3 (page 8 of 12) of the
application.
3. Please provide a signed copy of the applciaiton.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Daryl Lamb of the DWQ Winston-Salem Regional Office. If we do not hear from
you within three weeks, we will assume that you no longer want to pursue this project and we
will consider the project as withdrawn.
11; _T11
N. C. 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)
[phone] (phone), 919-733-6893 (fax), (htto://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
Skymont Inc. Development Corp
Page 2 of 2
June 29, 2004
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
fhn ey,
tlands 40 Unit
JRDIbs
cc: Daryl Lamb, DWQ Winston-Salem Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Filename: 041025 Homestead sub (Watauga) Onhold
I „o.
) (14i'&_ 0 Cl / 0 2-
101 Carolina Wildlife Resources Commission 0
Charles R. Fullwood, Executive Director
MEMORANDUM WETLANDS ? 401 GROUP
TO: Steve Chapin, Permit Coordinator JUL 2 sj
Asheville Office, U.S. Army Corps of Engineers
WATER QUALITY SE(.;T(QAx
FROM: Ron Linville, Regional Coordinator Original Signed
Habitat Conservation Program
by i• R. ?__inville
DATE: June 1, 2004
SUBJECT: Review of an application by Maston Hodges, Skymont Inc. Development
Corporation, Bairds Creek, Watauga County
The applicant is requesting a letter of concurrence from the North Carolina
Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army
Corps of Engineers. The NCWRC has reviewed information provided by the applicant,
and field biologists on our staff are familiar with habitat values of the project area. These
comments are provided in accordance with provisions of the Clean Water Act of 1977
(33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as
amended; 16 U.S.C. 661-667d).
The project is to install a 42-inch culvert for a private drive over Bairds Cree.
The stream is indicated as being approximately two (2) feet wide. Downstream are
rainbow trout habitats.
Based on the information provided by the applicant and our information on the
range of trout in the project area, we do not believe this project will cause significant
effects to waters supporting trout. Therefore, we do not object to the project as proposed
providing the following conditions are followed:
1. Instream work and land disturbance within the 25-foot wide buffer zone are
prohibited during the rainbow trout spawning season of January 1 through
April 15 to protect the egg and fry stages of trout.
2. Culverts 48 inches diameter or larger should be buried a foot into the
streambed. Culverts less than 48 inches diameter should be buried to a depth
Mailing Address: Division of Inland fisheries • 1 721 Mail ScrvIcc Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
A
Skymont Development, Bairds Creek .2
June 1, 2004
equal to or greater than 20% their size to allow for aquatic life passage. These
measurements must be based on natural thalweg depths.
3. Stringent erosion control measures should be installed where soil is disturbed
and maintained until project completion.
4. Native plants should be used for stabilization. Disturbed river banks should
be revegetated with silky dogwood (Cornus amonum), silky willow (Salix
sericea), tag alder (Alnus serrulata), black willow (Salix nigra), and sycamore
(Platanus occidentalis) to provide long term bank stability and stream
shading. Note that silky dogwood, silky willow and black willow can be
planted as live stakes collected during the dormant growing season. Cuttings
should be randomly planted and done on 4 foot centers from the waters edge
to the top of the bank. Trees should be planted on 10-12 foot centers. Stream
banks in these areas should also be seeded with an approved wetland seed mix
or temporary crop of wheat or rye.
5. If the project is for a subdivision, the applicant should contact Mr. Daryl
Lamb with the NC Division of Water Quality at 336/771-4600 to determine if
a 401 Certification is needed for the project.
Thank you for the opportunity to review and comment on this project. If you
have any questions regarding these comments, please contact me at 336/769-9453.
Cc: Daryl lamb, DWQ-WSRO
Reviewed: Cl-f
DWQ# Otj- ? oT2 Date I Who
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all str earn impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
P( Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Pleas indicate, stormwater utfalls nth siteeplan. ; w - ( f ? T I e 3 C
\1Y\ 01
P 1 euz S?e
? Please indicate the measures on the silk plan. tW ?t C
? Please indicate whether or not the proposed impacts already been conducted. y V
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
A Please provide a signed copy of the application.
? Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
of rjjuv?,

WETLANDS / 401 GROUP
JUN 2 3 2004
WATER QUALITY SECTION
W4, -/?) 1,

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Skymont Inc. Development Corp
2551 Bairds Creek Road
Vilas, NC 28692
DWQ# 04-1025 - Watauga
A Signature
X 'AA
? Ageht
$ Addresse
B. edgpy (Pri ) C. Date of Deliver
WS lilt eS 7-2--O L/
D. Is delivery address diffe6A from item 1? ? Yes
If YES, enter delivery address below: ? No
3. ce Type
Certified Mail ? Express Mail
? Registered Return Receipt for Merchandis
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7001 2 510 0009 0250 7458
(Transfer from service labeq
tee. - 90-1 i r_-.__. -A ..___?._ .-,_..._ .,___._. .,.,.?..? .......-
OR Y
UNITED STATES POSTAL SERV
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality _
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?+??4at?"t6 s 111111111111111111111111 Jill lllill3l3llitl3ll}}Illtl?ii!if
900NE
ro us?~~' Q
suca~ aoovE WETI~iV~S i ~a~ 'LANDS 1'401 'R
JUL 0 7 2004 JUL 0 7 2004

~ ~ ~ ~NAi E~ C~UALi~i`~ 5~,~~
=R QUALi TY 5E( 'fV-
ro S
~ ITS c~1s >n
Fosco~
V/ClN/T'Y MAP (NOT TO SCALE}
0 PIN E = 3 0.14
PVI E = 39 9. 1
5 V 4000
~ ~o ~ / ,
/ ~ i M ~ l J / ~ 11 ~
a ~ ~6 / / ~9 / ~ g I f 9 /
39ss.29 a ~ / / s / 1 / /
~ ~ l /
I/ / /I/ l o ~ U ~ ~ / ~ /
> RIP RAP APRON / ~ ~ l l f l °j IMPACT AREA OF ~ ~ / M / / ~ i ~J ~ / i
TO MATCH CREEK IS 100 / / / ~ ~ ~ ~ / /
3992 EXISTING DITCH / / ~ ~ / ~o / ~ / / 3991.31 BOTTOM ~ ~ ~ ! / / / i
~ / / / / /
/ ~ / f/ / /0
1. 5 ex. edge of / / / 0 \ / / / 4' wide creek ~ / ~ ~ \ /
{ / / !
FI SH E ! / J
NEW 28 x 10.5 ti / 1 ~ / x. gr de ~ ~ RIP RAP APRON / - ~ ~ / /
_ ~ ~ PROPOSED ~ / ~ o ~ / OSED
~ / ~ / CONNECTION ECTION
FUTURE DEVELOPMENT NEW 5o L.F. 42" ~ / I ~ / ELEV.= 991. 1 ~ ~ I / 3 3 =3991.31
MASTON HODGES CMP 10.0°~ / I I 3984 ~ / (MATCH EXISTING) BOR 603 PG. 247 INV. IN~987.0 \ :H EXISTING)
_ ~ ~ 1 9 INV.OUT=3962.0 0 ( 94
~ ~
C 0. /o PROPOSED 18' ~ W ~ ~ ~
IN .O T= 2 ROADWAY - _ / I
(TO BE NAMED) ~ ~ ~ ~ ~ W I q
x~ ~
~ ~ q c ! ~
399 W w ~Q
/ > ~ / / WQ
3976 / f ~
PROPOSED , , ~ ~ ~ / / / 0 ~.r23 ~ 1 / /
~ / / ~ /
~ ~+oo ~o+ao R ~ ~ , ~ ,
_ _ ! /1
T•1'=4' 165 3 , ~ VER . ~k5 s94
HORZ:1 =20 ~ ~
~ ~ _ ex. 18 cm ~ ~ INV. IN-398y.0 irn.=3995.18 ~
CONTINUE ~
6.44% SLOPE ~
TILL GRADE ~ 50 MATCHES
R/W
I, G. NEAL BARE P.L.S., CERTIFY THAT THIS MAP WAS DRAWN NEW DITCH
UNDER MY SUPERVISION FROM INFORMATION TAKEN FROM LINE (TYP.)
FUTURE DEVELOPMENT SURVEYS AS NOTED; THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES IS 1: MASTON HODGES
- 10000±___-; (THAT THE BOUNDARIES NOT SURVEYED BOR 603 PG. 247
ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION
FOUND IN BOOK_ AS --__PAGE_SHOWN THAT THIS ~ 1 0~ 06 104_
MAP WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 AS
AMENDED. i , P.A.
819 WEST KING STREET, P.O. BOX 442 BOONS N.C. 28607 (821 8607 [phone]
WITNESSED MY HAND AND SEAL THIS DAY OF
APRIL A.D. 20 2.
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SIGNATURE sEa~ Q' 9 P.L.S. L-2425 = ' a r =
- ~ . TOWNSHIP COUNTY STATE TAX MAP NUMBER. [AP NUMBER:
4 BRUSHl'_FORK ~'ATAUGA NC pAV
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